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CCPC Backup Documents 11/07/2013 R
CCPC MEETING BACKUP DOCUMENTS NOVEMBER 7, 2013 AGENDA COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 9:00 A.M., THURSDAY, NOVEMBER 7, 2013,IN THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM,ADMINISTRATION BUILDING, COUNTY GOVERNMENT CENTER,THIRD FLOOR,3299 TAMIAMI TRAIL EAST,NAPLES,FLORIDA: NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM. INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN. PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE, WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 1. PLEDGE OF ALLEGIANCE 2. ROLL CALL BY SECRETARY 3. ADDENDA TO THE AGENDA 4. PLANNING COMMISSION ABSENCES 5. APPROVAL OF MINUTES— September 27,2013 (Special AUIR/CIE), October 3,2013 6. BCC REPORT-RECAPS 7. CHAIRMAN'S REPORT 8. CONSENT AGENDA ITEMS A. RZ-PL20120002095, The Landings at Bear's Paw: An Ordinance of the Board of County Commissioners of Collier County, Florida amending Ordinance Number 2004-41, as amended,the Collier County Land Development Code, which established the comprehensive zoning regulations for the unincorporated area of Collier County, Florida by amending the appropriate zoning atlas map or maps by changing the zoning classification of the herein described real property from an Agricultural (A) zoning district within Wellfield Risk Management Special Treatment Overlay zones W-3 and W-4 (ST/W-3 and ST/W-4) to a Residential Planned Unit Development (RPUD) zoning district within Wellfield Risk Management Special Treatment Overlay zones W-3 and W-4 (ST/W-3 and ST/W-4) for a project to be known as the Landings at Bear's Paw RPUD to allow construction of a maximum of 25 residential dwelling units and up to 38 boat slips on property located on the Golden Gate canal south of Bear's Paw in Section 35,Township 49 South, Range 25 East,Collier County, Florida consisting of 10.75±Acres;and by providing an effective date. [Coordinator:Nancy Gundlach,AICP, RLA,Principal Planner] Page 1 of 2 9. ADVERTISED PUBLIC HEARINGS A. PL20130001132/CPCP-2013-7: 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 recommending transmittal of the amendment to the Florida Department of Economic Opportunity. [Coordinator: Carolina Valera, Principal Planner] 10. OLD BUSINESS A. Discussion of the electronic format 11. NEW BUSINESS 12. PUBLIC COMMENT ITEM 13. ADJOURN CCPC Agenda/Ray Bellows/jmp Page 2 of 2 November 7, 2013 CCPC Public Hearing Advertising Requirements Please publish the following Advertisement on Friday, October 18, 2013 and furnish proof of publication to Valerie Kullick, Planning & Zoning Department, Comprehensive Planning Section, 2800 North Horseshoe Drive, Naples, Florida 34104. The advertisement must be a "line item" advertisement, and the headline in the advertisement must be in a type no smaller than 18 point. The advertisement must be placed in that portion of the newspaper where legal notices and classified advertisements appear. Please reference the following on ALL Invoices: DEPARTMENT: PLANNING & ZONING DEPARTMENT [Comprehensive Planning Section] FUND & COST CENTER: 111-138317-649100-00000 PURCHASE ORDER NUMBER: 4500146429 Account Number: 068778 Acct #068778 October 9, 2013 Attn: Legals Naples News Media 1100 Immokalee Road Naples, FL 34110 Re: Petition CPSP-2013-7 Dear Legals: Please advertise the above referenced notice on October 18, 2013 and send Duplicate Affidavits of Publication, to this office. Thank you. Sincerely, Ann Jennejohn, Deputy Clerk P.O. #4500146429 October 9, 2013 Collier County Planning Commission Public Hearing Advertising Requirements Please publish the following Advertisement on Friday, October 18, 2013 and send the proofs of publication to the Board Minutes and Records Department, 3299 Tamiami Trail East, Suite 401, Naples, FL 34112. The advertisement must be a `line item" advertisement, and the headline in the advertisement must be in a type no smaller than 18 point. The advertisement must be placed in that portion of the newspaper where legal notices and classified advertisements appear. Please reference the following on ALL Invoices: DEPARTMENT: PLANNING & ZONING DEPARTMENT [Comprehensive Planning Section] PURCHASE ORDER NUMBER: 4500146429 Account Number: 068778 NOTICE OF MEETING NOTICE OF INTENT TO CONSIDER A RESOLUTION Notice is hereby given that the Collier County Planning Commission will hold a public meeting on Thursday, November 7, 2013 at 9:00 A.M. in the Board of County Commissioners Meeting Room, Third Floor, County Government Center, 3299 Tamiami Trail East, Naples. The purpose of the hearing is to consider recommendation to the Board of County Commissioners to transmit to the Florida Department of Economic Opportunity (DEO), the transmittal of a Growth Management Plan amendment to the Public Facilities Element, Potable Water Subelement. The RESOLUTION title is as follows: RESOLUTION NO. 13- 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 RECOMMENDING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY. [PL20130001132/CPSP- 2013-7] All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment will be made available for inspection at the Planning & Zoning Department, 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 Tamiami Trail East, Suite 401, Naples, one week prior to the scheduled hearing. Any questions pertaining to the documents should be directed to the Comprehensive Planning Section of the Planning & Zoning Department. Written comments filed with the Clerk to the Board's Office prior to Thursday, November 7, 2013, will be read and considered at the public hearing. If a person decides to appeal any decision made by the Collier County Planning Commission with respect to any matter considered at such meeting or hearing, he will need a record of that proceeding, and for such purpose he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. If you are a person with a disability who needs 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 Department, 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 Ann P. Jennejohn From: Ann P. Jennejohn Sent: Thursday, October 10, 2013 2:47 PM To: Naples Daily News Legals Subject: Petition CPSP-2013-7 Attachments: CPSP 2013-7.doc; CPSP 2013-7.doc Hi there, Please advertise the attached on Friday, October 18, 2013. Thank you! An Jennejohn, Deputy Clerk Clerk of the Circuit Court Clerk of the Value Adjustment Board Collier County Minutes & Records Dept. 239-252-8406 239-252-8408 (Fax) NOTICE OF MEETING NOTICE OF INTENT TO CONSIDER A RESOLUTION Notice is hereby given that the Collier County Planning Commission will hold a public meeting on Thursday, November 7, 2013 at 9:00 A.M. in the Board of County Commissioners meeting room, third floor, County Government Center, 3299 East Tamiami Trail, Naples. The purpose of the hearing is to consider recommendation to the Board of County Commissioners to transmit to the Florida Department of Economic Opportunity (DEO), the transmittal of a Growth Management Plan amendment to the Public Facilities Element, Potable Water Subelement. The RESOLUTION title is as follows: RESOLUTION NO. 13- 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 RECOMMENDING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY. [PL20130001132/CPSP-2013-7] All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment will be made available for inspection at the Planning & Zoning Department, Comprehensive Planning Section, 2800 N. Horseshoe Dr., Naples, between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Furthermore the materials will be made available for inspection at the Collier County Clerk's Office, fourth floor, Collier County Government Center, 3299 East Tamiami Trail, suite 401 Naples, one week prior to the scheduled hearing. Any questions pertaining to the documents should be directed to the Comprehensive Planning Section of the Planning & Zoning Department. Written comments filed with the Clerk to the Board's Office prior to Thursday, November 7, 2013, will be read and considered at the public hearing. If a person decides to appeal any decision made by the Collier County Planning Commission with respect to any matter considered at such meeting or hearing, he will need a record of that proceeding, and for such purpose he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. If you are a person with a disability who needs 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 Department, 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 Ann P. Jennejohn From: Polidora, Carol <cpolidora @naplesnews.com> Sent: Monday, October 14, 2013 2:23 PM To: Ann P. Jennejohn Subject: Ad Confirmation Attachments: UAS77B0.jpg Hi Ann! Please provide approval ASAP for publication on 10.18.13. THANKS! Carol Carol Polidora Legal Advertising Specialist Naples Daily News 1100 Immokalee Road Naples, FL 34110 0: (239) 263-4871 I Fax: (239) 325-1251 I cpolidora@naplesnews.com naplesnews.com I ndnadvertising.com Read. Learn. Share. How may we help you? Call us at (239) 213-6000 Thank you for placing your ad. Date 10/14/13 Publication NDN Account Number 744100 Ad Number 2003734 Total Ad Cost $254.22 1 CPSP-2013-7 Public Facilities GMPA NOTICE OF MEETING NOTICE OF INTENT TO CONSIDER A RESOLUTION Notice is hereby given that the Collier County Planning Commission will hold a public meeting on Thursday,November 7,2013 at 9:00 A.M.in the Board of County Commissioners Meeting Room, Third Floor, County Government Center, 3295 Tamiami Trail East,Naples. The purpose of the hearing is to consider recommendation to the Board of County Commissioners to transmit to the Florida Department of Economic Opportunity (DEO),the transmittal of a Growth Management Plan amendment to the Public rad lities Element,Potable Water Subelentent,The RESOLUTION title is as follows; RESOLUTION NO. 13- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS PROPOSING AMENDMENT TO THE COLLIER COUNTY GROWTH MANAGEMENT PLAN, ORDINANCE R9-05,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 RECOMMENDING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY.[PL2O1300011321CPSP-2013- 7j All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment will be made available for inspection at the Planning & Zoning Department, 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 Tamialni Trail East, Suite 401, Naples, one week prior to the scheduled hearing). Any questions pertaining to the documents should be directed to the Comprehensive Planning Section of the Planning &Zoning Department.Written comments filed with the Clerk to the Board's Office prior to Thursday,November 7„ 2013,will be read and considered at the public hearing. if a person decides to appeal any decision made by the Collier County Planning Commission with respect to any matter considered at such meeting or hearing,he will need a record of that proceeding,and for such purpose he may need to ensure that a verbatim record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is to be based. if you are a person with a disability who needs any accommodation in order to participate in this proceeding,you are entitled,at no cost to you,to the provision of certaii+ assistance. Please contact the Collier County Facilities Management Department, located at 3335 Tainia;ni Trail East,Suite 101,Naples,FL 34112-5356, (239)252.8380,at least two days prior to the meeting. Assisted listening devices. foi the hearing;impaired are available in the Board of County Commissioners Office. Mark P.Strain,Chairman Collier County Planning Commission October 18,2013 Nn.2003734 Ann P. Jennejohn From: KullickValerie <ValerieKullick @colliergov.net> Sent: Monday, October 14, 2013 3:14 PM To: Ann P. Jennejohn; Kendall, Marcia Cc: Rodriguez, Wanda; Ashton, Heidi; Neet, Virginia Subject: RE: Ad Confirmation CPSP-2013-7 (Nov. 7 CCPC) Hi Ann, Looks like what was submitted. Good to go by me. Thank you, Valerie Original Message From: Ann P. Jennejohn [mailto:Ann.Jennejohn @collierclerk.com] Sent: Monday, October 14, 2013 2:40 PM To: KullickValerie; KendallMarcia Cc: RodriguezWanda; AshtonHeidi; NeetVirginia Subject: Ad Confirmation CPSP-2013-7 (Nov. 7 CCPC) Hello! Please review the attached notice, CPSP-2013-7, that will be advertised this Friday, October 18th; scheduled for the Planning Commission's Meeting on November 7, 2013. Please let me know if I may authorize publication a.s.a.p. Thank you. Ann Jennejohn, Deputy Clerk Clerk of the Circuit Court Clerk of the Value Adjustment Board Collier County Minutes & Records Dept. 239-252-8406 239-252-8408 (Fax) Original Message From: Polidora, Carol [mailto:cpolidora @naplesnews.com] Sent: Monday, October 14, 2013 2:23 PM To: Ann P. Jennejohn Subject: Ad Confirmation Hi Ann! Ann P. Jennejohn From: Rodriguez, Wanda Sent: Monday, October 14, 2013 4:38 PM To: Ann P.Jennejohn Cc: Ashton, Heidi; KullickValerie; Kendall, Marcia Subject: RE: Ad Confirmation CPSP-2013-7 (Nov. 7 CCPC) OK to proceed. Wanda Rodriguez, ACT AdvancecfCertifiecI 'Paralegal- Office of the County Attorney (239) 252-8400 Original Message From: Ann P. Jennejohn [mailto:Ann.Jennelohn @collierclerk.com] Sent: Monday, October 14, 2013 2:40 PM To: KullickValerie; KendallMarcia Cc: RodriguezWanda; AshtonHeidi; NeetVirginia Subject: Ad Confirmation CPSP-2013-7 (Nov. 7 CCPC) Hello! Please review the attached notice, CPSP-2013-7, that will be advertised this Friday, October 18th; scheduled for the Planning Commission's Meeting on November 7, 2013. Please let me know if I may authorize publication a.s.a.p. Thank you. Ann Jennejohn, Deputy Clerk Clerk of the Circuit Court Clerk of the Value Adjustment Board Collier County Minutes & Records Dept. 239-252-8406 239-252-8408 (Fax) Original Message From: Polidora, Carol [mailto:cpolidora @naplesnews.com] Sent: Monday, October 14, 2013 2:23 PM To: Ann P. Jennejohn Subject: Ad Confirmation Hi Ann! Please provide approval ASAP for publication on 10.18.13. THANKS! 1 Ann P. Jennejohn From: Polidora, Carol <cpolidora @naplesnews.com> Sent: Tuesday, October 15, 2013 9:54 AM To: Ann P. Jennejohn Subject: RE: Ad Confirmation Released for publication... Original Message From: Ann P. Jennejohn [mailto:Ann.Jennejohn@collierclerk.com] Sent: Tuesday, October 15, 2013 8:32 AM To: Polidora, Carol Subject: RE: Ad Confirmation Looks great Carol, please go ahead with the October 18 publication. Thank you! Ann Original Message From: Polidora, Carol [mailto:cpolidora@naplesnews.com] Sent: Monday, October 14, 2013 2:23 PM To: Ann P. Jennejohn Subject: Ad Confirmation Hi Ann! Please provide approval ASAP for publication on 10.18.13. THANKS! Carol Carol Polidora Legal Advertising Specialist Naples Daily News 1100 Immokalee Road Naples, FL 34110 0: (239) 263-4871 I Fax: (239) 325-1251 I cpolidora @naplesnews.com naplesnews.com I ndnadvertising.com Read. Learn. Share. How may we help you? Call us at (239) 213-6000 Thank you for placing your ad. Date 10/14/13 Publication NDN Account Number 744100 Ad Number 2003734 Total Ad Cost $254.22 Please visit us on the web at www.collierclerk.com 1 Naples Daily News Naples, FL 34110 Affidavit of Publication Naples Daily News BCC/COMPREHENSIVE PLANNING DEV FINANCE DEPARTMENT 3299 TAMIAMI TRL E #700 NAPLES FL 34112 REFERENCE : 068778 4 5 0 014 6 4 2 9 N I E OF MEETING NOTICE OF MEETING 59730486 NOTICE OF MEETINGI NOTICE OF MEETING NOTICE OF INTENT TO CONSIDER A RESOLUTION State of Florida Notice is hereby given that the Collier County Planning Commission will hold a public meeting on Thursday,November 7,2013 at 9:00 A.M.in the Board of County County of Collier Commissioners Meeting Room, Third Floor, County Government Center, 3299 Y Tamiami Trail East,Naples. Before the undersigned authority, per. The purpose of the hearing is to consider recommendation to the Board of County appeared Robin Calabrese, who on oath s. Commissioners to transmit to the Florida Department of Economic Opportunity pp r (DEO), the transmittal of a Growth Management Plan amendment to the Public Facilities Element,Potable Water she serves as the Advertising Director I Naples Daily News, a daily newspaper pu] RESOLUTION NO.i3- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS PROPOSING Naples, in Collier County, Florida : th< AMENDMENT TO THE COLLIER COUNTY GROWTH MANAGEMENT PLAN, ORDINANCE 89-05,AS AMENDED,SPECIFICALLY AMENDING THE POTABLE WATER attached copy of advertising was publis] SUBELEMENT OF THE PUBLIC FACILITIES ELEMENT TO AMEND POLICY 1.7 TO REFERENCE THE UPDATED TEN YEAR WATER SUPPLY FACIUTIES WORK PLAN,AND newspaper on dates listed. FURTHERMORE RECOMMENDING TRANSMITTAL OF THE AMENDMENT TO THE Affiant further says that the said Nab j]ORIDADEPARTMENT OF ECONOMIC OPPORTUNITY.[PL20130001132/CPSP-2013- News is a newspaper published at Naples, All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment will be made available for inspection at the Collier County, Florida, and that the Sc Planning & Zoning Department, Comprehensive Planning Section, 2800 N. Horseshoe Dr., Naples, between the hours of 8:00 A.M. and 5:00 P.M., Monday newspaper has heretofore been continuouE through Friday. Furthermore the materials will be made available for inspection at the Collier County Clerk's Office, Fourth Floor, Collier County Government Center, published in said Collier County, Floric 3299 Tamiami Trail Eat, Suite 401, Naples, one week prior to the scheduled hearing. Any questions pertaining to the documents should be directed to the day and has been entered as second clasE Comprehensive Planning Section of the Planning & Zoning Department. Written comments filed with the Clerk to the Board's Office prior to Thursday,November 7, matter at the post office in Naples, in 2013,will be read and considered at the public hearing. Collier County, Florida, for a period of If a person decides to appeal any decision made by the Collier County Planning next preceding the first publication of Commission with respect to any matter considered at such meeting or hearing,he will need a record of that proceeding,and for such purpose he may need to ensure attached copy of advertisement • and affjthat a verbatim record of the proceedings is made, which record includes the PY testimony and evidence upon which the appeal is to be based. further says that he has neither paid nc If you are a person with a disability who needs any accommodation in order to promised any person, firm or corporation rt proceeding, el no a provision fcertain assistance. PlesecontacttheCollerCounty Fciilitiess Management discount, rebate, commission or refund f Department, 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 purpose of securing this advertisement f for ehe hearing impaired are available in the Board of County Commissioners publication in the said newspaper. Mark P.Strain,Chairman Collier County Planning Commission •,• I .. I PUBLISHED ON: 10/18 AD SPACE: 84 LINE FILED ON: 10/18/13 Signature of Affiant 11L/ Sworn to and Subscribed beif re me hi day of 20 � Personally known by me /',/�/ O ! t ° ,,.4;•",Yr'•; CAROL POLIDORA "' #EE 851758 '>-'� EXPIRES:November 28 2014 .„8; ..... o Bnded Thru Plchard Insurance Agency c _. COURT REPORTER COLLIER COUNTY GROWTH MANAGEMENT PLAN AMENDMENT 4. '1'111 _ 1111111 _ III 'I ' 11IIIIIIII I „ 2013 TEN YEAR WATER SUPPLY PLAN AMENDMENT (TRANSMITTAL HEARING) Petition: CPSP-2013-7 CCPC: NOVEMBER 7, 2013 BCC: DECEMBER 10, 2013 Cotiier County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION (CCPC) FROM: COMPREHENSIVE PLANNING SECTION, PLANNING & ZONING DEPARTMENT, PLANNING & REGULATION, GROWTH MANAGEMENT DIVISION HEARING DATE: NOVEMBER 7, 2013 RE: Petition PL20130001132/CPSP-2013-7, 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: Planning and Project Management Department Public Utilities Division Collier County Government 3301 East Tamiami Trail Naples, FL 34112 Planning and Zoning Department Growth Management Division Collier County Government 2800 North Horseshoe Drive Naples, FL 34104 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 add reference to the Ten-Year Water Supply Facilities Work 1 Plan, as required of Collier County government by Section 163.3177(6)(c)3, 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] Proposed Potable Water Sub-Element Text Amendment: [page 3] 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 August 2008 October 2013, 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 hereby incorporated 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 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 anticipation of the rapid population growth and increasing water demands facing the State, the Legislature amended the Florida Water Resources Act (Chapter 373, F.S.) in 1997. The amendment required the five water management districts to initiate regional water supply planning in all areas of the State. 2 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 20-year future planning horizon, and a complete update of each plan is required every five years. The Lower West Coast Water Supply Planning Area includes Lee County and portions of Charlotte, Collier, Glades, Hendry and Monroe counties. The 2012 Lower West Coast Water Supply Plan Update (LWC Update) was approved by the SFWMD Governing Board on November 15, 2012. The LWC Update assesses projected water demands and potential sources of water for the period from 2010 to 2030. Lower West Coast Planning Area Map I Hig ands � LAKE Glades 'r OItEECHOBEE h tte I M "µM"µ c.,, P f Qt, I i ,41. i',,R Hendry _ I. Lee I ' S9y ' c ' ilk . W.RIK_R 'I 1 g I I. _I\— — • :rower( I 'item Collier I EAST COAST f; 4 2T / 1 4'C7P a, GULF OF VII. r t Miami-Dade MEXICO Monroe"( N • I WE ` .. . i Source: 2012 Lower West Coast Water Supply Plan Update 3 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 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. The SFWMD's Governing Board approved the 2012 Lower West Coast Water Supply Plan Update on November 15, 2012. Therefore, Collier County must adopt the proposed GMP text amendment that references the proposed Ten-Year Water Supply Facilities Work Plan by May 15, 2014 (or 18 months after the District Governing Board approved each regional water supply plan) [s. 163.3177(6)(c), F.S.]. 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, 2013 to 2023. • 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 2023. • 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 (2012 AUIR-CIE). Please note that because of updates to data, the proposed Ten-Year Water Supply Facilities Work Plan will differ from the 2012 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. This10-Year Water Supply Facilities Work Plan was prepared by CDM Smith in coordination with Public Utilities Division and Growth Management Division 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), the Florida Governmental Utility Authority (FGUA), the Immokalee Water and Sewer District (IWSD), and the Orange Tree Utility Company (OTUC). 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 2-7 and 2-8 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 two water treatment plants, the North County Regional Water Treatment Plant and the South County Regional Water Treatment Plant, with maximum finished water production capacities of 20 MGD and 35 MGD respectively. Three wellfields provide raw 5 water for the plants, drawing from both brackish and non-brackish 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 55,000 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 43 MGD represented by communities that have been dual-piped. (b) Planned Facilities (Section 5): Based on the 2012 AUIR population and level of service standard (LOSS), the Plan update indicates 2023 as the optimal first production year for the new Northeast Regional Water Treatment Plant. 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. The District envisions, over the next 20 years, a shift in all water sources from 40% IQ water and 60% potable water to 60% IQ water and 40% potable water. (c) Facilities capacity Analysis (Chapter 6): Based on population projections through the 10 year period, current plant capacities are sufficient to meet the adopted LOSS until 2023, when the new NERWTP is scheduled. Permitted withdrawals, associated with the NERWTP wellfields, will be necessary before that time. (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 and 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. A depiction of the District boundaries for each of the covered utilities follows. 6 WATER/. 1 1- - - i 1 — , ' - 1. , COLLIER I - _' I-1 _COUNTY CNTY WATER Il I , . '•� t....1.,..:iiltlr.w r.00•••■••, t_.1 -. 1 r .�: d �1— - f. , 1.I — ' — I 1 - 1. , I,. i 4 a ♦ t ♦'t , T i �,_._,.y: ,, f ' � i LEGEND MARCO , .�. E7 — arr a e wes ta ISLAND a: ,-- s - WATER/ f aarr OF sp _ SEWER . . rwe - DISTRICT - 1 __ stnwa/AEA _ _ MOM IMF SIMKO AREA EVERGLADES,CITY aix _ ower _ _ WATER/ I — __. DISTRICT I • • ♦ ■ ♦,J Source:Collier County 10 Year Water Supply Plan Update,October 2013 7 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 8 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 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 2002 Water Master Plan 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 A Neighborhood Information Meeting (NIM) is not required by Section 10.03.05.F of the Land Development Code (LDC) for GMP amendments which are not site specific. 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 PL20130001132/CPSP- 2013-7 to the Board of County Commissioners with a recommendation to approve for Transmittal to the Florida Department of Economic Opportunity. 9 PREPA D BY: DATE: /0/2 y/3 C ROLINA ALERA, PRINCIPAL PLANNER OMPREI-ENSIVE PLANNING SECTION PREPARED F Y• DATE: KRI ,VAN LENGEN, MPA, JD, PRINCIPAL PLANNER PUBLIC UTILITIES ENGINEERING DEPARTMENT REVIEWED BY: DATE: 112/36//3 DAVID WEEKS, AICP, PLANNING MANAGER COMPREHENSIVE PLANNING SECTION REVIEWED BY: DATE: I ()' MICHAEL BOSI, AICP, DIRECTOR PLANNING & ZONING DEPARTMENT REVIEWED B : - /7( DATE: /6/54/3 TOM CHMELIK, DIRECTOR PUBLIC UTILITIES ENGINEERING DEPARTMENT APPROVED BY: DATE: OK CAS 11F ID , ADMINISTRATOR GROWTH MANAGEMENT DIVISION COLLIER COUNTY PLANNING COMMISSION: DATE: MARK STRAIN, CHAIRMAN PETITION NO.: PL20130001132 CPSP-2013-7, Staff Report for the November 7, 2013, CCPC Meeting. NOTE: This petition has been scheduled for the December 10, 2013, BCC Meeting. G:ICDES Planning Services\Comprehensive\COMP PLANNING GMP DATA\Comp Plan Amendments12013 GMPAs Outside of Cycle\CPSP-2013-7 Ten Yr. Water Supply PIan1CCPC STAFF REPORT—TH 10 REVI D BY: DATE: 01'301 )3 STEVE MESSNER, (RECTOR WATER DEPARTMENT, PUBLIC UTILITIES DIVISION REVIEWED BY: �. �--<--.� DATE: io .3o//3 BETH HNSSEN, DIRECTOR WAStEWATER [ PARTMENT, PUBLIC UTILITIES DIVISION APPROVED BY: ,.a.�.,��•-- DATE: sO/3O/is G. GEORGE YILMAZ, Ph.D., P.H., R.E.P., ADMINISTRATOR, PUBLIC UTILITIES DIVISION RESOLUTION NO. 13- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS PROPOSING AMENDMENT TO TILE 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 RECOMMENDING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY. [PL20130001132/CPSP-2013-7] WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act of 1985, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Community Planning Act of 2011 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans;and WHEREAS, Collier County staff has initiated this amendment to the Future Land Use Element; and WHEREAS, on September 9, 2013,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 November 12, 2013, the Board of County Commissioners at a public hearing approved the transmittal of the proposed amendment to the state land planning agency in accordance with Section 163.3184,F.S.; and WHEREAS, upon receipt of Collier County's proposed Growth Management Plan Amendment, various State agencies and the Department of Economic Opportunity (DEO) have thirty(30) days to review the proposed amendment and DEO must transmit, in writing,to Collier County its comments within said thirty(30)days pursuant to Section 163.3184, F.S.;and 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 Words underlined are additions; Words stFuek4hr-eugh are deletions 1 *** *** *** *** are a break in text PL20130001132/CPSP-2013-7 Rev. 8/13/13 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 , 2013. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA BY: Deputy Clerk GEORGIA A. HILLER,ESQ. Chairwoman Approved as to form and legality: DRAFT Heidi Ashton-Cicko Managing Assistant County Attorney Attachment: Exhibit"A" CP\13-CMP-00900\7 Words underlined are additions; Words struck-htee are deletions 2 *** *** *** *** are a break in text PL20130001132/CPSP-2013-7 Rev. 8/13/13 Exhibit A PL20130001132/C PSP-2013-7 Potable Water Sub-Element: [page 3] 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. Policy 1.7: The County has developed the Ten-Year Water Supply Facilities Work Plan, dated August 2008 October 2013, 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 hereby incorporated by reference. Words struckthrough are deleted language; words underlined are proposed language DRAFT FINAL WORK PLAN Collier County 10-Year Water Supply Facilities Work Plan Update October 2013 3 CDM Smith Table of Contents Executive Summary 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 1-3 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 2-3 2.2.2 City of Naples 2-3 2.2.3 Everglades City 2-5 2.2.4 City of Marco Island Water and Sewer Service Areas 2-5 2.2.5 Immokalee Water and Sewer District(IWSD) 2-5 2.2.6 Florida Governmental Utility Authority(Golden Gate City) (FGUA) 2-6 2.2.7 Orange Tree Utility Company(OTUC) 2-6 2.2.8 Ave Maria Utility Company,LLLP(AMUC) 2-6 2.2.9 Independent Districts 2-6 2.2.9.1 Lee Cypress Water and Sewer Co-op,Inc 2-6 2.2.9.2 Port of the Islands Community Improvement District 2-6 2.2.10 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 Florida Governmental Utility Authority(Golden Gate City) (FGUA) 3-2 3.2.4 Orange Tree Utility Company(OTUC) 3-3 3.2.5 Ave Maria Utility Company,LLLP(AMUC) 3-4 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 4-1 4.1.2.1 Wellfields 4-1 4.1.2.2 Water Treatment Facilities 4-2 4.1.2.3 Pumping,Storage,and Transmission 4-8 p 4.1.3 Reclaimed Water Facilities 4-9 C Mith PW/6295/98609/03/11 • Table of Contents 4.1.3.1 Water Reclamation Facilities 4-9 4.1.3.2 Reclaimed Water Pumping,Storage,and Transmission 4-12 4.1.3.3 Supplemental Wellfields 4-12 4.2 Immokalee Water and Sewer District(IWSD) 4-15 4.2.1 Water Supply Permits 4-15 4.2.2 Potable Water Facilities 4-15 4.2.2.1 Wellfields 4-15 4.2.2.2 Water Treatment Facilities 4-15 4.2.2.3 Pumping,Storage,and Transmission 4-18 4.2.3 Reclaimed Water Facilities 4-18 4.3 FL Governmental Utility Authority(Golden Gate City) (FGUA) 4-18 4.3.1 Water Supply Permits 4-18 4.3.2 Potable Water Facilities 4-19 4.3.2.1 Wellfields 4-19 4.3.2.2 Water Treatment Facilities 4-19 4.3.2.3 Pumping,Storage,and Transmission 4-21 4.3.3 Reclaimed Water Facilities 4-21 4.4 Orange Tree Utility Company(OTUC) 4-21 4.4.1 Water Supply Permits 4-21 4.4.2 Potable Water Facilities 4-21 4.4.2.1 Wellfields 4-21 4.4.2.2 Water Treatment Facilities 4-23 4.4.2.3 Pumping,Storage,and Transmission 4-23 4.4.3 Reclaimed Water Facilities 4-23 4.5 Ave Maria Utility Company,LLLP(AMUC) 4-25 4.5.1 Water Supply Permits 4-25 4.5.2 Potable Water Facilities 4-25 4.5.2.1 Wellfields 4-25 4.5.2.2 Water Treatment Facilities 4-25 4.5.2.3 Pumping,Storage,and Transmission 4-25 4.5.3 Reclaimed Water Facilities 4-26 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 5-9 5.1.2.1 Water Reclamation Facilities 5-9 5.1.2.2 Reclaimed Water Pumping,Storage,and Transmission 5-12 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 5-15 5.2.2 Reclaimed Water Facilities 5-15 cSmith l� PW/6295/98609/03/11 • Table of Contents 5.3 FL Governmental Utility Authority(Golden Gate City) (FGUA) 5-15 5.3.1 Potable Water Facilities 5-15 5.3.1.1 Wellfields 5-15 5.3.1.2 Water Treatment Facilities 5-17 5.3.1.3 Pumping,Storage,and Transmission 5-17 5.3.2 Reclaimed Water Facilities 5-19 5.4 Orange Tree Utility Company(OTUC) 5-19 5.4.1 Potable Water Facilities 5-19 5.4.1.1 Wellfields 5-19 5.4.1.2 Water Treatment Facilities 5-19 5.4.2 Reclaimed Water Facilities 5-19 5.5 Ave Maria Utility Company,LLLP(AMUC) 5-19 5.5.1 Potable Water Facilities 5-19 5.5.1.1 Wellfields 5-19 5.5.1.2 Water Treatment Facilities 5-19 5.5.2 Reclaimed Water Facilities 5-20 Section 6 Facilities Capacity Analysis 6-1 6.1 Collier County Water-Sewer District(CCWSD) 6-1 6.1.1 Concurrency Analysis 6-1 6.2 Immokalee Water and Sewer District(IWSD) 6-2 6.3 Florida Governmental Utility Authority(Golden Gate City) (FGUA) 6-3 6.4 Orange Tree Utility Company(OTUC) 6-3 6.5 Ave Maria Utility Company,LLLP (AMUC) 6-4 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 Florida Governmental Utility Authority(Golden Gate City) (FGUA) 7-5 7.4 Orange Tree Utility Company(OTUC) 7-6 7.5 Ave Maria Utility Company,LLLP(AMUC) 7-7 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 Florida Governmental Utility Authority(Golden Gate City) (FGUA) 8-1 8.4 Orange Tree Utility Company(OTUC) 8-1 8.5 Ave Maria Utility Company(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 l�l PW/6295/98609/03/11 • Table of Contents 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 Facilities ES-4 Table ES-4 Capacity Analysis for IWSD ES-4 Table ES-5 Summary of Existing and Planned FGUA Water Treatment Facilities ES-5 Table ES-6 Capacity Analysis for FGUA ES-5 Table ES-7 Summary of Existing and Planned OTUC Water Treatment Facilities ES-6 Table ES-8 Capacity Analysis for OTUC ES-6 Table ES-9 Summary of Existing and Planned AMUC Water Treatment and Water Reclamation Facilities ES-7 Table ES-10Capacity Analysis for AMUC ES-7 Table 2-1 Summary of Small Capacity Private Sector Water Systems Operating within Collier County 2-7 Table 3-1 Collier County Peak Season Population Estimates and Projections 3-1 Table 3-2 Population Projections for CCWSD Service Area 3-1 Table 3-3 Projected Population and Demand for Areas Served by CCWSD 3-2 Table 3-4 Population Projections for Areas Served by IWSD 3-2 Table 3-5 Project Population and Demand for Areas Served by IWSD 3-2 Table 3-6 Population Projections for Areas Served by FGUA 3-3 Table 3-7 Project Population and Demand for Areas Served by FGUA 3-3 Table 3-8 Population Projections for Areas Served by OTUC 3-3 Table 3-9 Project Population and Demand for Areas Served by OTUC 3-4 Table 3-10 Population Projections for Areas Served by AMUC 3-4 Table 3-11 Project Population and Demand for Areas Served by AMUC 3-4 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 Summary of Existing CCWSD Water Treatment Facilities 4-8 Table 4-6 Summary of Existing CCWSD Water Storage Facilities 4-9 Table 4-7 Summary of Existing Water Reclamation Facilities 4-9 Table 4-8 Summary of Existing CCWSD Supplemental Wells 4-15 Table 4-9 Consumptive Use Permits Issued by SFWMD to the Immokalee Water and Sewer District 4-15 Table 4-10 Summary of Existing IWSD Potable Water Wells 4-16 Table 4-11 Summary of Existing IWSD Water Treatment Facilities 4-16 Table 4-12 Summary of Existing IWSD Storage Facilities 4-18 Table 4-13 Summary of Existing IWSD Water Reclamation Facilities 4-18 Table 4-14 Consumptive Use Permits Issued by SFWMD to FGUA 4-18 Table 4-15 Summary of Wells Operated by FGUA 4-19 Table 4-16 Summary of Existing FGUC Water Treatment Facilities 4-19 Table 4-17 Summary of Existing FGUA Storage Facilities 4-21 p csmith iv PW/6295/98609/03/11 • Table of Contents Table 4-18 Consumptive Use Permits Issued by SFWMD to OTUC 4-21 Table 4-19 Summary of Wells Operated by OTUC 4-23 Table 4-20 Summary of Existing OTUC Water Treatment Facilities 4-23 Table 4-21 Summary of Existing OTUC Storage Facility 4-23 Table 4-22 Consumptive Use Permits Issued by SFWMD to AMUC 4-25 Table 4-23 Summary of Wells Operated by AMUC 4-25 Table 4-24 Summary of Existing AMUC Water Treatment Facility 4-25 Table 4-25 Summary of Existing AMUC Storage Facility 4-26 Table 4-26 Summary of Existing AMUC Water Reclamation Facility 4-26 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 5-3 Table 5-3 Summary of Existing and Planned CCWSD Water Treatment Facilities 5-5 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 5-7 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 5-12 Table 5-8 Summary of Existing and Planned Reclaimed Water Storage Facilities 5-12 Table 5-9 Major Tasks Required to Build Planned CCWSD Reclaimed Water Storage Facilities 5-13 Table 5-10 Summary of Planned IWSD Wells 5-13 Table 5-11 Major Tasks Required to Build Planned IWSD Wells 5-15 Table 5-12 Summary of Existing and Planned IWSD Water Treatment Facilities 5-15 Table 5-13 Summary of Planned FGUA Wells 5-17 Table 5-14 Major Tasks Required to Build Planned FGUA Potable Water Wells 5-17 Table 5-15 Summary of Existing and Planned FGUA Potable Water Treatment Facilities 5-17 Table 5-16 Summary of Existing and Planned AMUC Potable Water Treatment Facilities 5-20 Table 5-17 Major Tasks Required to Build Planned AMUC Potable Water Treatment Facilities 5-20 Table 5-18 Summary of Existing and Planned AMUC Water Reclamation Facilities 5-20 Table 6-1 Capacity Analysis for CCWSD 6-1 Table 6-2 Capacity Analysis for IWSD 6-2 Table 6-3 Capacity Analysis for FGUA 6-3 Table 6-4 Capacity Analysis for OTUC 6-3 Table 6-5 Capacity Analysis for AMUC 6-4 Table 8-1 CCWSD Capital Improvement Projects 8-2 Smith V PW/6295/98609/03/11 • Table of Contents Figures Figure 2-1 Water District Boundaries of Collier County 2-2 Figure 2-2 CCWSD Potable/Reclaimed Water Composite Map 2-4 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 4-14 Figure 4-7 Existing IWSD Water Supply Facilities 4-17 Figure 4-8 Existing FGUA Wellfield and Water Treatment Facility 4-20 Figure 4-9 Existing FGUA Potable Water Transmission Mains 4-22 Figure 4-10 Existing OTUC Water Supply Facilities 4-24 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 5-11 Figure 5-6 Existing and Planned IWSD Potable Water Facilities 5-14 Figure 5-7 Existing and Planned FGUA Wellfield and Potable Water Treatment Facility5-16 Figure 5-8 Existing and Planned FGUA Transmission Pipelines 5-18 Figure 7-1 CCWSD Unaccounted-for Water Loss from FY2002 to FY 2012 7-3 smp ith vi PW/6295/98609/03/11 • 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 CCCPD Collier County Comprehensive Planning Department CCWSD Collier County Water-Sewer District CDES Community Development and Environmental Services CUP Consumption Use Permits DIW Deep Injection Well EAR Evaluation and Appraisal Report ERC Equivalent Residential Connection FAC Florida Administrative Code FDEP Florida Department of Environmental Protection FGUA Florida Government Utility Authority FY Fiscal Year GMP Growth Management Plan gpcd Gallons per Capita per Day gpd Gallons per Day WTP Water Treatment Plant HPRO High Pressure Reverse Osmosis HZ1 Hawthorne Zone 1 Aquifer IE Ion Exchange IWSD Immokalee Water and Sewer District LDC Land Development Code LH Lower Hawthorne Aquifer LOSS Level of Service Standard LPRO Low Pressure Reverse Osmosis LS Lime Softening LT Lower Tamiami Aquifer LWCWSP Lower West Coast Water Supply Plan Smith ill PW/6295/98609/03/11 • Table of Contents MF Membrane Filtration MG Million Gallons MGD Million Gallons Per Day MS Membrane Softening MMDD Maximum Month Daily Demand 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 PBWRF Pelican Bay Water Reclamation Facility PUD Public Utilities Division PSC Public Service Commission RIB Rapid Infiltration Basin RO Reverse Osmosis RWA Rural Water Association 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 ULDC Unified Land Development Code WRF Water Reclamation Facility WT Water-Table Aquifer WTP Water Treatment Plant csmith viii PW/6295/98609/03/11 Executive Summary In November 2012,the Governing Board of the South Florida Water Management District(SFWMD) approved the 2012 Lower West Coast Water Supply Plan(LWCWSP) Update. Under Florida law (section 163.3177(6)(c),Florida Statutes)Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of a 10-Year Water Supply Facilities Work Plan and amendments to the Growth Management Plan(GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan for Collier County must include analysis of all water utilities in the County not serving a specific local government.These utilities include: • Collier County Water-Sewer District(CCWSD) • Immokalee Water and Sewer District(IWSD) • Florida Governmental Utility Authority(Golden Gate) (FGUA) • Orange Tree Utility Company(OTUC) • Ave Maria Utility Company,LLLP(AMUC) Utilities not included in this Plan are the City of Naples Utility Department,Marco Island Utilities,and Everglades City,each of which is responsible to develop a 10-Year Water Supply Facilities Work Plan to be included in its city's comprehensive plan. This 10-Year Water Supply Facilities Work Plan Update for Collier County has the following objectives: • Identify population and water demands of the County and each utility for the planning period of 2013 to 2023. • 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 2023. • 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. Smith ES-1 PW/6295/98609/03/11 • Executive Summary 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. CDM Smith is a consulting, engineering,construction,and operations firm with a successful track record of utility-based planning and design projects.CDM Smith is a leader in providing innovative water and wastewater services throughout Southwest Florida and the world. Information for the Plan Update was solicited from each of the utilities included. All five utilities provided some level of information to CDM Smith for inclusion in the Plan. Where information gaps existed,information on the existing and planned facilities was gathered from various sources including the SFWMD LWCWSP update,SFWMD consumptive use permits,Florida Department of Environmental Protection(FD EP) public water supply and wastewater treatment facility permits,and the previous Collier County 10-Year Water Supply Facilities Work Plan,adopted in February 2009. 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. In addition to the construction of these facilities,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 2008 Water and Wastewater Master Plan Updates,the Collier County 2012 Annual Update and Inventory Report on public utilities,and the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. Table ES-1. Summary of Existing and Planned CCWSD Water Treatment and Water Reclamation Facilities' Facility Name Year Design Capacity Project Identified In LWCWSP Online (MGD) Water Treatment Facilities NCRWTP MF Online 12.0 N/A NCRWTP LPRO Online 8.0 N/A SCRWTP LS Online 12.0 N/A SCRWTP LPRO Online 20 N/A NERWTP Phase 1 LPRO 2023 7.5 Yes NERWTP Phase 1 Ion Exchange 2023 2.5 No Total 62.0 Water Reclamation Facilities NCWRF Online 24.1 N/A SCWRF Online 16.0 N/A Total 40.1 .; Information taken from the Collier County 2008 Wastewater Master Plan Update and the 2012 AUIR. Smith ES-2 PW/6295/98609/03/11 • Executive Summary Based on population projections available for the CCWSD 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-2. A discussion of the capacity analysis can be found in Section 6.1. As the capacity analysis illustrates,CCWSD has sufficient plant capacity existing or planned throughout the 2023 planning horizon. There is a calculated Permitted Deficit starting in 2023,however,this deficit is related to the planned NERWTP and associated wellfield. CCWSD will initiate the application process for a modification to its current CUP to include the planned NERWTP Wellfield in 2018 as identified in Table 5-2.The additional allocation sought will be an additional total 14.60 MGD from the LT,HZ1 and LH aquifers. Table ES-2. Capacity Analysis for CCWSD 2010 2013 2018 2023 Service Area Population 201,377 212,972 249,366 282,845 Demand Per Capita(gpcd) 170 170 170 170 Required Treatment Capacity @ 170 gpcd(MGD) 34.23 36.21 42.39 48.08 Available Facility Capacity(MGD) 52.00 52.00 52.00 62.00 Facility Capacity Surplus(Deficit)(MGD)1 17.77 15.79 9.61 13.92 Raw Water Requirement(nt( 40.13 42.76 51.01 57.84 Permitted Amount(MGD Annual Average)' 56.14 56.14 56.14 56.14 Permitted Surplus(Deficit)( 16.01 13.38 5.13 (1.70) 1 Calculated by subtracting Required Treatment Capacity @ 170 gpcd from Available Facility Capacity. 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 Required Treatment Capacity @ 170 gpcd by the efficiency of the treatment process. 3 CUP(11-00249-W)for 56.14 MGD annual average expires February 8,2026. 'Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Smith ES-3 PW/6295/98609/03/11 • Executive Summary Immokalee Water and Sewer District (IWSD) Table ES-3 summarizes the treatment capacity of the existing and planned potable water facilities for IWSD. Table ES-3. Summary of Existing and Planned ISWD Water Treatment Facilities) Facility Name Year Design Capacity Project Identified in Online (MGD) 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 2020 3.00 Yes Total A' 8.60 1 Information on the existing and planned water treatment facilities was taken from the 2012 Lower West Coast Water Supply Plan Update. 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 j 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 CUP(11-00013-W)is sufficient to cover the withdrawals required to make the finished water demand. Table ES-4. Capacity Analysis for IWSD •••� 2010 2013 2018 2023 Service Area Population 27,273 27,848 29,414 30,939 Demand Per Capita(gpcd) 105 105 105 105 Annual Average Daily Demand(MGD) 2.86 2.92 3.09 3.25 Available Facility Capacity(MGD) 5.60 5.60 5.60 8.60 Facility Capacity Surplus(Deficit)(MGD)1 2.74 2.68 2.51 5.35 Raw Water Requirement(MGD)' 2.95 3.01 3.19 3.35 Permitted Amount(MGD Annual Average)' 3.36 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)4 0.41 1.14 0.97 0.80 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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. 3 CUP(11-00013-W)for 4.15 MGD annual average expires May 23,2031. "Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Smith ES-4 PW/6295/98609/03/11 • Executive Summary Florida Governmental Utility Authority (Golden Gate) (FGUA) The FGUA service area is nearly built out and the utility's plans for the 10-year planning period include projects to meet minor increases in water demand. Table ES-5 summarizes the treatment capacity of the existing and planned potable water facilities for FGUA. Table ES-5. Summary of Existing and Planned FGUA Water Treatment Facilities1 Facility Name Year Design Capacity Project Identified in Online (MGD) LWCWSP Golden Gate WTP(LS) Online 1.22 No Golden Gate WTP(RO) Online 0.88 No Golden Gate WTP(RO)-After Re-rating Online 0.17 No Total 2.27 1 Information on existing and planned water treatment facilities taken from the 2013 FGUA Updated Capacity Analysis Report. Based on population projections available for the FGUA 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. The improvements planned by the FGUA for the 10-year planning period are sufficient to meet the demands of the service area and the allocation of the underlying CUP (11-00148-W)covers the withdrawals required to make the finished water demanded. Table ES-6. Capacity Analysis for FGUA 2010 2013 2018 2023 Service Area Population 15,731 16,256 16,810 17,364 Demand Per Capita(gpcd) 109 109 109 109 Annual Average Daily Demand(MGD) 1.71 1.77 1.83 1.89 Available Facility Capacity(MGD) 2.09 2.27 2.27 2.27 Facility Capacity Surplus(Deficit)(MGD)1 0.38 0.50 0.44 0.38 Raw Water Requirement(MGD)2 1.92 1.99 2.07 2.15 Permitted Amount(MGD Annual Average)3 2.49 2.49 2.49 2.49 Permitted Surplus(Deficit)(MGD)4 0.57 0.50 0.42 0.34 1 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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 population by the demand per capita raw water usage. 3 CUP(11-00148-W)for 2.49 MGD annual average expires March 10,2030. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Smith ES-5 PW/6295/98609/03/11 • Executive Summary Orange Tree Utility Company (OTUC) The OTUC will be taken over by CCWSD in 2014. Table ES-7 summarizes the treatment capacity of the existing and planned potable water facilities for OTUC. Table ES-7.Summary of Existing and Planned OTUC Water Treatment Facilities1 Facility Name Year Online Design Capacity(MGD) Project Identified in LWCWSP Orange Tree WTP Online 0.75 N/A Total 0.75 Information on existing water treatment facilities taken from the 2012 Lower West Coast Water Supply Plan Update. Based on population projections available for the OTUC 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-8. Based on the analysis the OTUC has sufficient capacity to meet the demands of the service area through the takeover by CCWSD. Table ES-8. Capacity Analysis for OTUC 2010 2013 Service Area Population 4,808 5,160 Demand Per Capita(gpcd) 100 100 Annual Average Daily Demand(MGD) 0.48 0.52 Available Facility Capacity(MGD) 0.75 0.75 Facility Capacity Surplus(Deficit)(MGD)1 0.27 0.23 Raw Water Requirement(MGD)2 0.62 0.66 Permitted Amount(MGD Annual Average)3 0.86 0.86 Permitted Surplus(Deficit)(MGD)4 0.24 0.20 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 2 Raw water requirement is the amount of raw water need 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. 3 CUP(11-00419-W)for 0.86 MGD annual average expires November 11,2009. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cSmith ES-6 PW/6295/98609/03/11 • Executive Summary Ave Maria Utility Company, LLLP (AMUC) Table ES-9 summarizes the treatment capacity of the existing and planned potable water and water reclamation facilities for AMUC. Table ES-9. Summary of Existing and Planned AMUC Water Treatment and Water Reclamation Facilities' Facility Name Year Online Design Capacity Project Identified In (MGD) LWCWSP Water Treatment Facilities AMUC WTP(Phase 1) Online 0.99 N/A AMUC WTP(Phase 2) TBD 1.70 Yes AMUC WTP(Phase 3) TBD 1.70 Yes Total 4.39 Water Reclamation Facilities AMUC WRF(Phase 1) Online 0.90 N/A AMUC WRF(Phase 2) TBD 1.70 Yes AMUC WRF(Phase 3) TBD 1.70 Yes AMUC WRF(Phase 4) TBD 0.90 Yes Total 5.20 Information on existing and planned water treatment facilities taken from the 2012 Lower West Coast Water Supply Plan Update. 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-10. The improvements planned by the AMUC for the 10-year planning period are sufficient to meet the demands of the service area and the allocation of the underlying CUP (11-02298-W)covers the withdrawals required to make the finished water demanded. Table ES-10. Capacity Analysis for AMUC 2010 2013 2018 2023 Service Area Population 1,435 1,886 3,468 6,070 Demand Per Capita(gpcd) 110 110 110 110 Annual Average Daily Demand(MGD) 0.16 0.21 0.38 0.67 Available Facility Capacity(MGD) 1.67 1.67 4.17 5.00 Facility Capacity Surplus(Deficit)(MGD)1 1.51 1.46 3.79 4.33 Raw Water Requirement(MGD)2 0.19 0.24 0.45 0.79 Permitted Amount(MGD Annual Average)3 3.02 3.02 3.02 3.02 Permitted Surplus(Deficit)(MGD)4 2.83 2.78 2.57 2.23 1 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 2 Raw water requirement is the amount of raw water need 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. 3 CUP(11-02298-WI for 3.02 MGD annual average expires January 9,2017. °Calculated by subtracting the Raw Water Requirement from the Permitted Amount. smith Es' PW/6295/99609/03/11 Section 1 Introduction 1.1 Plan Background In November 2012,the Governing Board of the South Florida Water Management District(SFWMD) approved the 2012 Lower West Coast Water Supply Plan Update. Under Florida law(section 163.3177(6)(c),Florida Statutes) Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of a 10-Year Water Supply Facilities Work Plan and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan for Collier County must include analysis of all water utilities in the County not serving a specific local government.These utilities include: • Collier County Water-Sewer District(CCWSD) • Immokalee Water and Sewer District(IWSD) • Florida Governmental Utility Authority(Golden Gate) (FGUA) • Orange Tree Utility Company(OTUC) • 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 2013 to 2023. • 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 2023. • Identify the steps necessary to develop additional potable and reclaimed water supplies and specify when they must occur and how they will be funded. Smith 1-1 PW/6295/98609/03/11 Section 1 • Introduction • 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. 1.3 Information Sources The following information sources were utilized in the development of the Plan Update: • 2012 Lower West Coast Water Supply Plan Update approved by the Governing Board of the South Florida Water Management District on November 15,2012. The document is referred to as the 2012 LWCWSP Update in the Plan Update. • Collier County 2012 Annual Update and Inventory Report on public utilities adopted by Ordinance 12-42 by the Collier County Board of County Commissioners on November 13, 2012.The document is referred to as the 2012 AUIR in the Plan Update. • Collier County 2008 Water Master Plan Update adopted by the Collier County Board of County Commissioners on June 24,2008. The document is referred to as the Collier County 2008 Water Master Plan Update in the Plan Update. • Collier County 2008 Wastewater Master Plan Update adopted by the Collier County Board of County Commissioners on June 24,2008. The document is referred to as the Collier County 2008 Wastewater Master Plan Update in the Plan Update. • Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District adopted by the Collier County Board of County Commissioners on February 22,2011. The document is referred to as the Fiscal Year 2011 Water and Wastewater User Rate Study in the Plan Update. • 2013 Florida Governmental Utility Authority Updated Capacity Analysis Report for Golden Gate Water Treatment Plant Collier County submitted to FDEP in May 2013. The document is referred to as the 2013 FGUA Updated Capacity Analysis Report. • SFWMD CUP numbers: o CCWSD- 11-00249-W and 11-00052-W o IWSD- 11-00013-W o FGUA-11-00148-W o OTUC-11-00419-W o AMUC-11-02298-W • FDEP Drinking Water Database accessed on July 5,2013. http://www.clep.state.fl.us/water/drinkingwater/pws sys.htm • Responses to data requests sent to CCWSD,IWSD,FGUA,OTUC and AMUC. Smith 1-2 PW/6295/98609/03/11 Section 1 • Introduction 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 2013 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 a 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 1,2013. 1.4 Plan Contents Section 2 introduces the utilities that serve Collier County and identifies their service areas.Section 3 presents population and water demand projections for the County and individual utilities for the planning period out to 2023.Section 4 summarizes the existing potable water supply system including fresh and brackish water wellfields,raw water transmission systems,and 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 2023. 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/6295/98609/03/11 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,the City of Marco Island,and the Goodland Water Sub-District are shown in Figure 2-1. In addition to the Public Sector Water Systems,Collier County is served by four Non-Public Sector Water Systems including the Immokalee Water and Sewer District(IWSD),the Florida Governmental Utility Authority(Golden Gate) (FGUA),the Orange Tree Utility Company(OTUC),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 encompasses approximately 248 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 FGUA. 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 as green hatch on Figure 2-1. As this area is a substantially developed part of the County,with minimal growth expected during the 10-year planning period,no plans for supplying additional water to this area are included in this Plan. The original interlocal agreement by which the City of Naples serves this area was enacted on October 16,1977. A copy of the most recent version of the interlocal agreement is provided in Appendix A. The Water-Sewer District Boundary was expanded by a Special Act,Approved by the Governor on June 26,2003,and adopted as Chapter 2003-353,Laws of Florida.The Rural Fringe areas were incorporated within the CCWSD when the Board of County Commissioners approved Resolution 2003- 296 on September 17,2003.From the adoption date forward,the County is responsible for providing water and sewer service in the"Receiving Lands",Rural Fringe,which is approximately 38 square miles in area. Smith 2-1 PW/6295/98609/03/11 HENDRY COUNrY 0OO11MELI MENAII01 gieeeeeeeooeei 00INTaa00o0oI Ee1r+aTaE e00000ll 11111000011111 E 1111111111111111111111111111111 111111111111121111111 OOOO00000001111Op0eeE0e1 OOo0aa000000ao10 oOOereeO011ona000Noi E Alit Ste!s' 110o1®loioe000l. 11111111111 vssrmwg111iif1iii1 0� 0E000■■ i I�MII■o0010I 113'110111001110 I Mi00000®mss mElinioi � 1«w 1. 11001'11 _i :anto01o0000 mmo D©i 0I10r!u 01�m100©000000000■l01 '-VAN IIMINI ON 11000010011000000000101 minumus -la�� r o;000 IooaaovoeeveIIIII .nnon Timms 1000000000100100 folli`PP1 XE111o0000000000000 �%f: �; :0i�111 ooeo0 000000000000 (I�� ,, , :_X00 11'10310001 011o000ov0000 r.�,n.\t�r:al�l� , 'ftItlOa100®EM00 oo0ssassoov0 ItainiffillInomingimmommoommuillill ; : '1looie/l03100000 0011000000■11oieo j II OE111.101�0�©�©�O�oo�1100110©110100 7 I bi©1111v0o00000000000000�100 110010®s0000100001111100000000100 II000a®NIM11000 a0010o100000100 emma0ra01mroom 0000l0 0ooe000loe MEOPRI ENEMI111�00oo0oe .��. , oeoololrsa o Mtovo► IOIIwoIII000000veeoviIMe ' , INCIIIIMININEMENEMEERMI11111111111111111111111 11,1 ' 10 0000__0110�1110000O11.imismae ��`M� PONOM00i0odE000©00000000010. ° At��r;�..�.��;�0�i�01110►00000000000O10e r 'T001®0000..00000000��00 LEGEND �W� ,f;�WWI�7 ��� 1 MARCO L o alEMINIP�00.1011DEZIMM I y1/� ISLAND V;-1NagiiiIIMOSIMMEIERINIEWIEZEI a FN.' ve 2* WATER/ O� y(r an or NAvtcs ® SEWER � ^ ' lii;. e�i�0llat 0�l00 eoo nw� DISTRICT ORANGE TREE SERWE AREA NS AdM*+00:4L ,P.! !00e IEEE A+-.'3I SA0N 0 MINKOM00 :' FIGURE 2-1 N C DM COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY Smith ®° SCALE IN MILES Section 2 • Water Service Areas However,service in these areas is according to the following policy: "Any development occurring within the Rural Fringe within the revised Collier County Water-Sewer District Boundary will be customers of the County.Should the County not be in a position to supply potable water to the project and/or receive the project's wastewater at the time development commences,the PU D Developer,at his expense,will install and operate water and/or wastewater interim facilities adequate to meet all requirements of the appropriate regulatory agencies.These developments may receive water and wastewater services from another centralized service area provider until the County is in a position to provide service.However,these developments and the required interlocal agreement to enact this interim service will be reviewed on a case-by-case basis. Non-centralized interim service such as potable water supply wells and septic systems are allowable interim facilities." Several areas are included in the planning areas that lie outside the existing District boundaries.These areas include the OTUC service area,the FGUA service area,and potentially other partially developed areas in Golden Gate Estates within the CCWSD.The OTUC will be taken over by the CCWSD in 2014. A composite map,provided as Figure 2-2,showing the existing CCWSD potable and reclaimed water distribution systems,illustrates the actual area of the water-sewer district currently being served. In addition to interconnections with Marco Shores by which CCWSD supplies water on a bulk basis, CCWSD also maintains emergency interconnects with the City of Naples,the City of Marco Island and Bonita Springs Utilities. As the interconnects are for emergency purposes only and are not intended for bulk transfer,CCWSD does not dedicate any portion of its water supply capacity to serving these interconnections. Should CCWSD,at a future date,enter into an agreement with any additional entity to provide finished water,it will incorporate the amount of water provided to said entity into its planning documents. 2.2.1.2 Goodland Water Sub-District Until recently,the Goodland District was a separate water district serving an island community, roughly one quarter of a square mile in area.It is located about two miles east of Marco Island.The District was established by referendum in 1975.In 2012,the County abolished the District as a separate entity,thereby making it part of the CCWSD (Ord.2012-43)Appendix B. Service to Goodland is supplied by CCWSD in all respects;bulk water is purchased for distribution from the Marco Island Utility.Accordingly,it is often referred to as a"sub-district,"although it is entirely within the CCWSD boundary.A copy of the Interlocal Agreement for the provision of water from the City of Marco Island is found in Appendix C.CCWSD maintains pumping,distribution and storage facilities in the Goodland sub-district; CCWSD serves the community of Key Marco as well as Goodland on the same basis. 2.2.2 City of Naples The City of Naples is another public sector provider of water service in Collier County. In addition to its corporate area,the City also serves approximately 17 square miles of unincorporated area contiguous to the City limits per an interlocal agreement with Collier County. There are approximately 5,900 service connections in the unincorporated area with an average daily demand of 2.20 MGD. The City allocates 38 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. Smith 2-3 PW/6295/98609/03/11 16" c BONITA BEACH RD 0 ce ili• ��— w ti w � OIL WEL_RD II rn 12" N io , ra 1 ^'N ro 7, , '12" 12„ 111"30" 24" N 36" i_ NII II ` m Ikilliril 30" 24" ,2" w .N, t , GOLDEN GATE BLVD ,..4! w N 16" Ce T (7, 8 0 U A 0 X N { i c 12" 11-n N 12" 16" 0 D� �'ADIO RD I75 _ t -DAVI'• BLVD 1 " 16"16"rr ,II °° io 20" r) 24" � ' 24" 4R.,6,. 16„ tlipp 1.\v, , , 7SM 16" 1• - \\..z.,:it , ° T-94,/7gy7jT '''-1V.7?, 0)7' p4t 0.,x ,,, NOTE: 72, MAINS SHOWN ARE 12"OR GREATER. 41n1j Legend 7 Water Mains emeems IQ Water Mains .r `\ f J" i lab FIGURE 2-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN CD1111 CCWSD POTABLE/RECLAIMED WATER SYSTEM COMPOSITE MAP N Smith 0 7,500 15,000 30,000 45,000 Feet 2-4 Section 2 • Water Service Areas The enabling legislation,under which the City established its water service area boundary,is Chapter 180,F.S.,Municipal Public Works Law.The City's existing water supply facilities are not addressed in this 10-Year Water Supply Facilities Work Plan,since they will be discussed in the City's Plan.The service area for the utility is shown in Figure 2-1. 2.2.3 Everglades City Everglades City is also a public sector provider of water service in the County. Like Naples,Everglades City is an incorporated community that provides water service both within and beyond its corporate limits. The outlying unincorporated communities served by the City include Plantation Island and Seaboard Village in Copeland.These represent a demand of over 17 percent of Everglades City's system capacity. 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 bulk supply from the CCWSD is estimated at 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. 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 2-5 FW/6295/98609/03/11 Section 2 • Water Service Areas 2.2.6 Florida Governmental Utility Authority (Golden Gate) (FGUA) Florida Governmental Utility Authority(FGUA)provides water service to and slightly beyond the limits of an unincorporated area known as Golden Gate City(Golden Gate). It also owns and operates systems in other Florida counties. FGUA serves approximately 50 percent of the population within the geographic service area. The remainder of the service area is served by domestic self-supply. Figure 2-1 shows the boundaries for the utility. 2.2.7 Orange Tree Utility Company (OTUC) Orange Tree Utility Company(OTUC)received a PSC Certificate to operate in 1987 and since then OTUC has served the Orangetree Planned Unit Development which is 2,752.8 acres. In 1996,OTUC billing and customer service became regulated by the Collier County Department of Utility Franchise Regulation.In 1998,OTUC began servicing Collier County School Board facilities which now include Corkscrew Elementary,Corkscrew Middle,and Palmetto Ridge High School. In 1999,the OTUC franchise area was expanded to include the Estates of TwinEagles with specific connections along 33rd Ave NE,and 33rd Ave NW,which are located within CCWSD service area.In 2006,Orange Blossom Ranch PUD was annexed into the OTUC franchise area. The OTUC will be taken over by the CCWSD in 2014. The OTUC franchise area is located 9 miles east of 1-75,as depicted in Figure 2-1. 2.2.8 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. 2.2.9 Independent Districts 2.2.9.1 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 was 207 in 2004. 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. Assuming a per capita water demand of 170 gpcd,the required utility capacity needed in 2025 would be 75,650 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. 2.2.9.2 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 568 according to the 2012 LWCWSP. Based on FDEP records,the utility currently has a capacity of 435,000 gpd. Based on the projections in the 2012 LWCWSP,between 2013 and 2023 the population of the District is projected to grow to 723 residents. Assuming a per capita water demand of 170 gpcd,the required CSmith 2-6 PW/6295/98609/03/11 Section 2 • Water Service Areas utility capacity needed in 2023 would be 122,910 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. 2.2.10 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 May 2,2013. Table 2-1.Summary of Small Capacity Private Sector Water Systems Operating within Collier County PWS ID System Name 5114133 AMI KIDS BIG CYPRESS WILDERNESS INSITUTE 5110087 BIG CYPRESS PARK HEADQUARTERS 5114132 BONITA BAY EAST GOLF CLUB-CLUBHOUSE 5114136 BONITA BAY EAST GOLF CLUB REST SHELTER 1 5114131 BONITA BAY EASTGOLF CLUB- MAINTENANCE 5114137 BONITA BAY GOLF CLUB REST SHELTER 2 5114145 CALUSA PINES GOLF CLUB-CLUB HOUSE WTP 5114074 CENTER POINT COMMUNITY CHURCH 5110061 CORKSCREW SWAMP SANCTUARY 5114098 E'S COUNTRY STORE 5114152 ESTATES ELEMENTARY SCHOOL 5114151 FITNESS QUEST 5114141 GOLDEN GATE ASSEMBLY OF GOD 5114130 GOLDEN GATE LIBRARY 5114162 GOLDEN GATE WALGREENS 5110121 HAKAN SERVICES INC. 5114083 HARLEY DAVIDSON MOTOR COMPANY 5114139 HIDEOUT GOLF CLUB SYSTEM 5114129 1-75 RESTSTOP 5114149 LA HISPANA#2 5114161 LIVING WORD FAMILY CHURCH WTP 5114135 MONUMENT LAKE CAMPGROUND 5110195 NAPLES BINGO PALACE GG PKWY 5114108 OASIS RANGER STATION 5114158 PALMETTO J ELEMENTARY SCHOOL 5114164 PEACE LUTHERAN CHURCH OF NAPLES 5110098 PORKY'S LAST STAND BBQ 5114111 RANDALL CENTER 5114113 S.W.FLORIDA RESEARCH ED.CTR. 5114147 SABAL PALM ELEMEN/CYPRESS PALM MIDDLE 5110348 SANDY RIDGE LABOR CAMP Smith 2-7 PW/6295/98609/03/11 Section 2 • Water Service Areas PWS ID System Name 5114119 SUNNILAND COUNTRY STORE 5114127 SYNGENTA SEEDS INC. 5114077 TEMPLE BETHEL 5110288 TRAIL LAKES CAMPGROUND 5114140 TREES CAMP WTP 5114126 UNITY FAITH MISSIONARY BAPTIST 5114159 WILSON BLVD.RETAIL CENTER Smith 2-8 PW/6295/98609/03/11 Section 3 Population and Demand Projections Sources of information utilized to develop the included population and demand projections are historical population growth,Collier County Comprehensive Planning Department(CCCPD) forecasts, information from water use permits,and information provided by the individual water supply utilities,such as Master Plans.Population projections through 2023 are included in the following sub- sections. 3.1 Countywide Projections Table 3-1 shows the projected population for Collier County for the 10-year planning period of this plan. The population projections are for peak season,which is one key basis for planning and sizing of facilities. Table 3-1.Collier County Peak Season Population Estimates and Projections Year 2010 2013 2018 2023 Countywide" 387,183 402,072 438,245 477,859 1 Estimates and projections are taken from the 2012 AUIR. 2 The countywide population projection includes the unincorporated areas of the county covered in this 10-Year Water Supply Facilities Work Plan, as well as the incorporated cities of Naples,Marco Island and Everglades City. 3 Peak season population is provided by the Collier County Growth Management Department;it is based on medium BEBR population projections, times 1.2. The population and demand projections for each of the five utilities serving unincorporated Collier County are presented in Section 3.2. 3.2 Individual Utilities 3.2.1 Collier County Water-Sewer District (CCWSD) Table 3-2 shows the projected populations for the existing CCWSD service area. The populations are shown in 5-year increments,through 2023.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 will be taken over by CCWSD in 2014. Table 3-2.Population Projections for CCWSD Service Area Year 2010 2013 2018 2023 Peak Served Area Population(Seasonal)1'1 201,377 212,972 249,3663 282,8453 Estimates and projections are taken from the 2012 AUIR. 2 Peak season population is provided by the Collier County Growth Management Department;it is based on medium BEBR population projections, times 1.2. 3 Starting in 2014,peak season population includes the OTUC population. The adopted LOSS for the CCWSD is 170 gallons per capita per day(gpcd). Based on the LOSS of 170 gpcd and the population projections presented in Table 3-2,the demand projections for the CCWSD were developed.Table 3-3 presents the projected population and demand for the area served by CCWSD,in 5-year increments,through 2023.Demand is provided as Required Treatment Capacity @ 170 gpcd in MGD.Required Treatment Capacity @ 170 gpcd is a metric used by Collier County in its Smith 3-1 PW/6295/98609/03/11 Section 3 • Population and Demand Projections Annual Update and Inventory Reports (AUIR)and is used to evaluate the ability of CCWSD facilities to meet peak season demand. It is calculated as the peak season population multiplied by the LOSS of 170 gpcd. Table 3-3. Projected Population and Demand for Areas Served by CCWSD Year 2010 2013 2018 2023 Peak Service Area Population(Seasonal)1'2 201,377 212,972 249,366 282,845 Demand Per Capita(gpcd) 170 170 170 170 Required Treatment Capacity @ 170 gpcd(MGD) 34.23 36.21 42.39 48.08 1 Estimates and projections are taken from the 2012 AUIR. 2 Peak season population is provided by the Collier County Growth Management Department;it is based on medium BEBR population projections, times 1.2. 3.2.2 Immokalee Water and Sewer District (IWSD) Table 3-4 shows the projected populations for the areas served and to be served within the existing IWSD service area. The population is shown in 5-year increments,through 2023. Table 3-4. Population Projections for Areas Served by IWSD Year 2010 2013 2018 2023 Served Area Population' 27,273 27,848 29,414 30,939 1 Population projections are based on the population estimates and projections presented in the SFWMD 2012 Lower West Coast Water Supply Plan Update. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. The IWSD LOSS includes operational standards and a per capita water demand standard of 105 gpcd. Based on the LOSS of 105 gpcd and the population projections presented in Table 3-4,the demand projections for the IWSD were developed.Table 3-5 presents the projected served population and demand for the IWSD,in 5-year increments,through 2023.Demand is provided as both Annual Average Daily Demand (AADD)in MGD and Maximum Month Daily Demand(MMDD)also in MGD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. Table 3-5. Project Population and Demand for Areas Served by IWSD Year 2010 2013 2018 2023 Service Area Population' 27,273 27,848 29,414 30,939 Demand Per Capita(gpcd) 105 105 105 105 Annual Average Daily Demand(MGD) 2.86 2.92 3.09 3.25 Maximum Month Daily Demand(MGD) 3.43 3.50 3.71 3.90 1 Population projections are based on the population estimates and projections presented in the SFWMD 2012 Lower West Coast Water Supply Plan Update. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. 3.2.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) Table 3-6 shows the projected populations for the areas served and to be served within the existing FGUA service area. The population is shown in 5-year increments,through 2023. Smith 3-2 PW/6295/96609/03/11 Section 3 • Population and Demand Projections Table 3-6. Population Projections for Areas Served by FGUA Year 2010 2013 2018 2023 Service Area Population) 27,890 28,229 29,144 30,016 Served Population" 15,731 16,256 16,810 17,364 Population projections are based on the population estimates and projections presented in the SFWMD 2012 Lower West Coast Water Supply Plan Update. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. 2 Population projections are based 2013 FGUA Updated Capacity Analysis Report.Where necessary,the population was calculated by extrapolating from years identified in the Report. 3 As stated on page 2-6,FGUA serves approximately 50 percent of the population within the geographic service area. The remainder of the service area is served by domestic self-supply. The FGUA LOSS includes operational standards and a per capita water demand standard of 109 gpcd. Based on the LOSS of 109 gpcd and the population projections presented in Table 3-6,the demand projections for the FGUA were developed. Historic,per capita water demand for FGUA was determined to be 86 gpcd in the 2013 FGUA Updated Capacity Analysis Report. The LOSS of 109 gpcd is used for the planning purposes of this Plan. Table 3-7 presents the projected served population and demand for the FGUA,in 5-year increments,through 2023.Demand is provided as both AADD in MGD and MMDD also in MGD. MMDD is determined by multiplying the AADD by a peaking factor, which in this case is 1.2. Table 3-7. Project Population and Demand for Areas Served by FGUA Year 2010 2013 2018 2023 Served Populations'` 15,731 16,256 16,810 17,364 Demand Per Capita(gpcd) 109 109 109 109 Annual Average Daily Demand(MGD) 1.71 1.77 1.83 1.89 Maximum Month Daily Demand(MGD) 2.06 2.13 2.20 2.27 1 Population projections are based 2013 I-CUA Updated Lapacity Analysis Report.Where necessary,the population was calculated by extrapolating trom years identified in the Report. 2 As stated on page 2-6,FGUA serves approximately 50 percent of the population within the geographic service area. The remainder of the service area is served by domestic self-supply. 3.2.4 Orange Tree Utility Company (OTUC) Table 3-8 shows the projected populations for the areas served and to be served within the existing OTUC service area. The population is shown through 2013,as operation of the OTUC will be taken over by CCWSD in 2014. Table 3-8. Population Projections for Areas Served by OTUC Year 2010 2013 Served Area Population' 4,808 5,160 Estimates and projections are taken from the 2012 AUIR Permanent Population. The OTUC LOSS includes operational standards and a per capita water demand standard of 100 gpcd. Based on the LOSS of 100 gpcd and the population projections presented in Table 3-8,the demand projections for the IWSD were developed.Table 3-9 presents the projected served population and demand for the OTUC,through 2013.Demand is provided as both AADD in MGD and MMDD also in MGD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. Smith 3-3 PW/6295/98609/03/11 Section 3 • Population and Demand Projections Table 3-9. Project Population and Demand for Areas Served by OTUC Year 2010 2013 Service Area Population' 4,808 5,160 Demand Per Capita(gpcd) 100 100 Annual Average Daily Demand(MGD) 0.48 0.52 Maximum Month Daily Demand(MGD) 0.58 0.62 1 Estimates and projections are taken from the 2012 AUIR Permanent Population. 3.2.5 Ave Maria Utility Company, LLLP (AMUC) Table 3-10 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 2023. Table 3-10. Population Projections for Areas Served by AMUC Year 2010 2013 2018 2023 Served Area Population' 1,435 1,886 3,468 6,070 1 Population projections are based on the population estimates and projections presented in the SFWMD 2012 Lower West Coast Water Supply Plan Update. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. The AMUC LOSS includes operational standards and a per capita water demand standard of 110 gpcd. Based on the LOSS of 110 gpcd and the population projections presented in Table 3-10,the demand projections for the AMUC were developed.Table 3-11 presents the projected served population and demand for the AMUC,in 5-year increments,through 2023.Demand is provided as both AADD in MGD and MMDD also in MGD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. Table 3-11.Project Population and Demand for Areas Served by AMUC Year 2010 2013 2018 2023 Service Area Population' 1,435 1,886 3,468 6,070 Demand Per Capita(gpcd) 110 110 110 110 Annual Average Daily Demand(MGD) 0.16 0.21 0.38 0.67 Maximum Month Daily Demand(MGD) 0.19 0.25 0.46 0.80 1 Population projections are based on the population estimates and projections presented in the SFWMD 2012 Lower West Coast Water Supply Plan Update. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. Smith 3-4 PW/6295/96609/03/11 Section 4 Existing Water Supply Facilities 4.1 Collier County Water-Sewer District (CCWSD) 4.1.1 Water Supply Permits The SFWMD regulates withdrawals from groundwater sources in Collier County.CCWSD currently maintains two consumptive use permits(CUPs);one for potable water supply and one for supplemental supply of the reclaimed water system.One modification of the CUP for supplemental supply of the reclaimed water system is currently in process to increase the allocation of one of the two existing supplemental wellfields and to allow for two new supplemental wellfields to be constructed. Table 4-1 provides details on the CUPs CCWSD currently maintains and has requested. Table 4-1. Consumptive Use Permits Issued by SFWMD to CCWSD Consumptive Maximum Use Permit Number of Expiration Annual Average Day Monthly Aquifer Permitted Allocation Allocation Wells Date (MG) (MGD) Allocation (MG) LT3 36 02/09/14 9,673 26.50 N/A LT1 36 02/08/26 6,868 18.82 N/A 11-00249-W HZ1 46 02/08/26 5,840 16.00 N/A LH 322 02/08/26 N/A N/A N/A Total 110 20,490 56.14 1981 LT 7 TBD 2,639 7.23 N/A 11-00052-W3 WT 6 TBD Total 13 2,639 7.23 N/A 121221-184 LT 2 TBD 1,489 4.08 N/A LT=Lower Tamiami LH=Lower Hawthorn HZ1=Hawthorn Zone 1 WT=Water Table 1 Limiting condition 5 of the consumptive use permit 11-00249-W allows for an increased allocation(up to 9,673 MG/yr)from the Lower Tamiami Aquifer through February 9,2014. If this increases allocation is not renewed,the allocation will revert to 6,868 MG/yr for the remainder of the permit duration. 2 Number of permitted Lower Hawthorn Aquifer wells includes 14 proposed wells for the proposed Northeast Regional Water Treatment Plant. 3 Consumptive use permit for supplemental reclaimed water wellfield. Permit modification/renewal application submitted December 21,2012. The CCWSD also has a permit for a 1 MGD potable water aquifer storage and recovery(ASR)well near the Manatee Pumping Station site and a 1 MGD irrigation quality water ASR on Livingston Road. 4.1.2 Potable Water Facilities 4.1.2.1 Wellfields Currently,the CCWSD operates three wellfields:the Golden Gate Tamiami Wellfield,the North Hawthorn Reverse Osmosis(RO)Wellfield,and the South Hawthorn RO Wellfield.The location of each Smith 4-1 PW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities 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 serve 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.The wellfield serves the membrane filtration(MF)equipment at the NCRWTP and the lime softening(LS) equipment at the SCRWTP. Tables 4-2,4-3,and 4-4 summarize the existing wells in the Golden Gate Tamiami 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 two water treatment plants(WTPs),the NCRWTP and the SCRWTP,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. A summary of the existing water treatment facilities is provided in Table 4-5.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. cS Smith 4-2 n PW/6295/98609/03/11 NORTH HAWTHORN 1 RO WELLFIELD NCRWTP VANDERBILT BEACH GOLDEN GATE BLVD TAMIAMI GOLDEN WELLFIELD emiti La } PINE RIDGE RD • GOLDEN GATE WY SOUTH HAWTHORN WELLFIELD . . I SCRWTP RADIO RD 75 ce my a) U Legend • Wells FIGURE 4-1 1 C DM COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS N Smith 0 3,200 6,400 icci Feet 4-3 IMII:ONITA BE'CH RD WAR Ir. OIL WE RD OKALEE RD NCRWTP m ri VANDE•BILT BEACH = w w 0 w J H 1-- GOLDEN GATE BLVD w J w 0 > O w 0 0 PINE RIDG RD 13 0 D rn 0 v U o 0 v r_ SCRWTP r 7J 0 MI RADIO RD 175 DAVIS BLVD 1\:IP ..,.\...:(1 ,. 1;14, VV, rn 1< CL CO Legend \ - Existing PotabPotable Wa[er Treatment Facilities V1 3126 FIGURE 4-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDM EXISTING CCWSD POTABLE WATER TREATMENT FACILITIES Smith 0 7,500 15,000 30,000 45,000 ;Feet 4-4 Section 4 • Existing Water Supply Facilities Table 4-2. Existing CCWSD Golden Gate Tamiami Wellfieldl Well No. Aquifer Total Depth(ft) Depth of Casing Diameter Capacity(gpm) (ft) (in) 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 1000 18 LT 126 80 12 1000 19 LT 128 83 12 1000 20 LT 131 83 12 1000 21 LT 110 62 12 1000 22 LT 101 62 12 1000 23 LT 111 59 12 1000 24 LT 109 58 12 1000 25 LT 110 65 12 1000 26 LT 106 65 12 1000 27 LT 105 61 12 1000 28 LT 120 66 12 1000 29 LT 125 72 12 1000 30 LT 120 58 12 1000 31 LT 120 65 12 1000 32 LT 120 65 12 1000 33 LT 120 70 12 1000 34 LT 120 80 12 1000 35 LT 145 102 12 1000 36 LT 125 92 12 1000 37 LT 150 100 12 1000 1 Information on existing wells taken from CUP#11-00249-W. Smith 4-5 PW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities Table 4-3. Existing North Hawthorn RO Wellfield Summaryl Well No. Aquifer Total Depth(ft) Depth of Casing Diameter Capacity(gpm) (ft) (in) RO-1N LH 801 705 16/122 1000 RO-2N LH 780 734 16/122 1000 RO-3N LH 800 720 16/122 1000 RO-4N LH 891 744 16/122 1000 RO-5N LH 1070 790 16/122 1000 RO-6N LH 975 740 16/122 1000 RO-7N LH 977 775 16/122 1000 RO-9N LH 952 780 16/122 1000 RO-10N LH 1011 750 16/122 1000 RO-11N LH 951 735 16/122 1000 RO-12N LH 891 730 16/123 1000 RO-13N LH 925 731 16/123 1000 RO-14N LH 950 713 16/124 1000 RO-15N LH 957 737 16/123 1000 RO-16N LH 989 751 16/123 1000 RO-17N LH 996 780 16/123 1000 RO-18N LH 1000 700 16 1000 RO-19N LH 1000 700 16 1000 RO-20N LH 1000 700 16 1000 RO-101N HZ1 512 397 16 350 RO-102N HZ1 500 400 16 350 RO-109N HZ1 475 404 16 350 RO-114N HZ1 514 412 16 350 RO-115N HZ1 500 400 16 350 RO-116N HZ1 500 400 16 350 RO-117N HZ1 500 400 16 350 RO-118N HZ1 500 400 16 350 RO-119N HZ1 500 400 16 350 RO-120N HZ1 500 400 16 350 1 Information on existing wells taken from CUP#11-00249-W. 2 16-inch casing to 100 feet,then 12-inch casing to production casing depth. 3 16-inch casing to 150 feet,then 12-inch casing to production casing depth. 16-inch casing to 160 feet,then 12-inch casing to production casing depth. Smith 4-6 Pw/6295/98609/03/11 Section 4 • Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summaryl Well No. Aquifer Total Depth(ft) Depth of Casing Diameter(in) Capacity(gpm) (ft) RO-1S HZ1 420 312 16/122 1000 RO-2S HZ1 400 292 16/122 1000 RO-35 HZ1 403 293 16/122 1000 RO-4S HZ1 402 331 16/122 1000 RO-55 HZ1 402 297 16/122 1000 RO-65 HZ1 421 317 16/122 1000 RO-7S HZ1 442 328 16/122 1000 RO-8S LH 982 660 16/122 1000 RO-9S LH 682 630 16/122 1000 k RO-10S LH 842 630 16/122 1000 RO-11S LH 963 653 16/122 1000 RO-12S HZ1 422 299 16/122 1000 RO-13S HZ1 400 295 16/122 1000 RO-14S HZ1 422 298 16/122 1000 RO-15S HZ1 402 295 16/122 1000 RO-16S HZ1 420 300 16 1000 RO-17S HZ1 420 300 16 1000 RO-18S HZ1 420 300 16 1000 RO-19S HZ1 420 300 16 1000 RO-20S HZ1 420 300 16 1000 RO-215 HZ1 420 300 16 1000 RO-22S HZ1 420 300 16 1000 RO-23S HZ1 420 300 16 1000 RO-24S HZ1 420 300 16 1000 RO-25S HZ1 420 300 16 1000 RO-265 HZ1 420 300 16 1000 RO-275 HZ1 420 300 16 1000 RO-28S HZ1 420 300 16 1000 RO-29S HZ1 420 300 16 1000 RO-30S HZ1 420 300 16 1000 1 Information on existing wells taken from CUP#11-00249-W. 2 16-inch casing to 120 feet,then 12-inch casing to production casing depth. Smith 4-7 Pw/6295/98609/03/11 Section 4 • Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summary1(Continued) Well No. Aquifer Total Depth(ft) Depth of Casing Diameter(in) Capacity(gpm) (ft) RO-31S HZ1 420 300 16 1000 RO-32S HZ1 420 300 16 1000 RO-33S HZ1 420 300 16 1000 RO-34S HZ1 420 300 16 1000 RO-355 HZ1 420 300 16 1000 RO-36S HZ1 420 300 16 1000 RO-37S HZ1 420 300 16 1000 RO-38S HZ1 420 300 16 1000 RO-395 HZ1 400 300 16 1000 RO-40S LH 1000 700 16 1000 RO-415 HZ1 400 300 16 1000 RO-42S LH 1000 700 16 1000 1 Information on existing wells taken from CUP#11-00249-W. 2 16-inch casing to 120 feet,then 12-inch casing to production casing depth. Table 4-5.Summary of Existing CCWSD Water Treatment Facilities1 Facility Name Design Capacity Raw Water Raw Water Traditional/Alternative (MGD) Requirement2(MGD) Source NCRWTP MF 12.00 14.12 LT Traditional(Fresh) NCRWTP LPRO 8.00 10.67 LH/HZ1 Alternative(Brackish) SCRWTP LS 12.00 12.37 LT Traditional(Fresh) SCRWTP LPRO 20.00 26.67 LH/HZ1 Alternative(Brackish) Total 52.00 63.82 1 Information taken from the Collier County 2008 Water Master Plan Update. 1 Raw water requirement is the amount of raw water needed to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. 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. Smith 4-8 VW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities 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 4-6. Table 4-6.Summary of Existing CCWSD Water Storage Facilities Facility Name Tank Volume(MG) Usable Storage Volume(MG) NCRWTP 12.00 11.10 SCRWTP 14.00 12.40 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 "1 MGD System Total 38.25 34.80 1 Information on the Collier County 2008 Water Master Plan Update. 2 Storage volume for Manatee Road ASR not included in total. 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 the transmission system to supply individual users. 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 55,000 individual service connections. 4.1.3 Reclaimed Water Facilities CCWSD operates one of the largest reclaimed water system in the South Florida Water Management District.Currently,the system serves customers with contractual commitments of 23.4 MGD.The majority of the existing customer base is golf courses,residential communities,environmental mitigation areas,county parks,and roadway medians.There is an additional 43.4 MGD of demand in the service area from entities that have installed dual distribution piping. 4.1.3.1 Water Reclamation Facilities CCWSD currently operates two water reclamation facilities(WRFs).The North County Water Reclamation Facility(NCWRF)and the South County Water Reclamation Facility(SCWRF),which are shown in Figure 4-5. Table 4-7 summaries the capacities of the existing reclaimed water facilities. Table 4-7.Summary of Existing Water Reclamation Facilities1 Facility Name Design Capacity(MGD)2 NCWRF 24.10 SCWRF 16.00 Total 40.10 Information taken from the Collier County 2008 Wastewater Master Plan Update and the 2012 AUIR. 2 The design capacities do not reflect the amount of reclaimed water available from the facilities.The amount of reclaimed water available is based on influent flow and treatment efficiency.For planning purposes,CCWSD considers reclaimed water availability based on 95 percent of the lowest influent day,which is currently around 11 MGD. Smith 4.9 PW/6295/98609/03/11 1 B•NITABE CH RD OIL WELL RD 0 0 MOKALEE RD la.O J m NCRWTP a III 1 to VANDE'BILT BEACH • o Q CARICA GOLDEN GATE BLVD 1. CK BOOSTER > STATION w PINE RID RD y 0) cc 0 m v r -i 13 SCRWTP r Z • �+ O RADIO RD 175 DAVIS BLVD f MANATEE 1- BOOSTER • • '14i,y, Isiv. STATION 'Qqi� MANATEE LT", ROAD ASR cn ISLE OF CAPRI k7 a BOOSTER STATION kr Legend T GOODLAND • Existing Potable Water Storage Facilities _Ilik, ` BOOSTER M STATeONcn A FIGURE 4-3 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDM EXISTING CCWSD POTABLE WATER STORAGE FACILITIES Siiiith 0 7,500 15,000 30,000 45,000 Feet 4-10 16" BID NITABE CH RD O cc iiic wisp w Lu _w z �3 0 ^ _ L 2 OIL WELL RD los 1 2" N 6 I N' , 16" 16'ji N :■� N 20' 30" 12" N 1 24" rS� 36" J 1E401 ..._ N_ Q NJ J m •30" ►,• 30" 24" 2" w (r a GOLDEN GATE BLVD 1� ihir w . 116111 D 11 U7 co 0 O cn T 7:1 0 7J cL A p -I U -0 rn c r T 721 -__ • RD & 24" 12" 4 I 75 PI iry .-- . DAVI' BLVD 12" . M •it`■1 24" A, 1s" �� N * . so;11) EL*.' �. 11;ilif 1111W4 po4 ,..„, EN \IIKiT ■cc‘11,031.0,,,,iVi 7„...,„ /. NOTE: MAINS SHOWN ARE 12"OR GREATER. Legend ik ):*„.‘444. 1 _.Water Mains FIGURE 4-4 L COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CCWSD POTABLE WATER TRANSMISSION MAINS DEXISTING 0 7,500 30,000 45,000 Smith (Feet 4-11 Section 4 • Existing Water Supply Facilities 4.1.3.2 Reclaimed Water Pumping,Storage, and Transmission The reclaimed water distribution system,which consists of over 130 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 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. Reclaimed water produced at the two water reclamation facilities(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. One of the significant issues that the reclaimed water system must contend with is wet weather storage.During the wet season,demand for reclaimed water drops off sharply and CCWSD is forced to put the reclaimed water down its DIWs from which it cannot be recovered.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 disposed during the wet season.To this end,a reclaimed water/supplemental groundwater ASR system is being developed.Construction of the first of up to five ASR wells was completed in 2007. However,due to changes in Federal and State regulations,the well was never operationally tested. In 2012,the CCWSD authorized a construction project to extend the depth of the well below the Underground Source of Drinking Water(USDW). The construction project is scheduled for completion in July 2013 with operational cycle testing to follow. Following 18 months of cycle testing,the ASR will be put into service,where it is expected to provide between 0.5 and 1 MGD of reclaimed water to meet peak season demands. 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 4-8. Smith 4-12 PW/6295/98609/03/11 :•NITA BE CH RD I y OIL WELL RD L. o NCWRF I MOKALEE RD a fp r J m m VANDE•:ILT BEACH W Iz 0 GOLDEN GATE BLVD m Ui W W PINE RID RD D rn !G.): 7 U 0 O r 7J m r_ i--n r Z •t O RADIO RD 1 75 1 DAVIS BLVD *SCWRF /0, 14; -141 )16,.,_ ce \\k)) i Legend � *Existing Water Reclamation FadliOes .-se6.7.44,.. , ... _ ire lit ... / . FIGURE 4-5 L COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDM EXISTING CCWSD WATER RECLAMATION FACILITIES Smith 0 7,50015,000 30,000 45,000 A Feet 4-13 1 BONITA BEACH RD 4 12" OIL WELL RD . , C N C-C) ...„ (.7„,12"24"1, 2"" IMMOKALEE RD gii N 1' NCWRF n 20n 2" 20" V• DERBILT BEACH lit GOLDEN GATE BLVD of T 0 TO D 20L PINE RIDGE RD O C O r o N b m GOLD N GATE P. r Y li r\ RADIO RD 175 N DAVIS BLVD 16"_i_&S A Ei 20" 7S • 12" 24P m,::), SCWRF* S o IS I2 NOTE: cy MAINS SHOWN ARE �, 12"OR GREATER. (� Legend IQ Water Main T.1 Existing Water /i. Reclamation Facilities I.Supplemental Wellfields �/C cn FIGURE 4-6 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDIV! EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM Smith 0 7,500 15,000 30,000 Feet A 4-14 Section 4 • Existing Water Supply Facilities Table 4-8.Summary of Existing CCWSD Supplemental Wellsl Well No. Aquifer Total Depth(ft) Depth of Casing(ft) Diameter(in) Capacity(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 i 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 1 Information on existing wells taken from CUP#11-00052-W. 4.2 Immokalee Water and Sewer District (IWSD) 4.2.1 Water Supply Permits The IWSD maintains one CUP for potable water supply.The details of the CUP are presented in Table 4-9. Table 4-9. Consumptive Use Permits Issued by SFWMD to the Immokalee Water and Sewer District Consumptive Use Aquifer Number of Expiration Annual Maximum Permit Permitted Date Allocation Monthly Wells (MG) Allocation (MGD) 11-00013-W Lower Tamiami 16 5/23/2031 1515 147.20 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.The wells maintained by the IWSD tap the LT Aquifer,which is a traditional freshwater source.Table 4-10 summarizes the existing wells operated by the IWSD. 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. Smith 4-15 PW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities Table 4-10. Summary of Existing IWSD Potable Water Wells Well No. Aquifer Total Depth(ft) Depth of Casing Diameter Capacity(gpm) (ft) (in) 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 244 134 8 400 102 LT 200 154 6 400 103 LT 210 140 8 200 104 LT 210 128 8 350 105 LT 187 137 8 400 106 LT 190 145 8 400 201 LT 180 100 8 350 202 LT 180 100 8 350 204 LT 180 116 8 400 1 Information on existing wells taken from CUP#11-00013-W. 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 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 2.0 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.A summary of the existing water treatment facilities is provided in Table 4-11.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 4-11.Summary of Existing IWSD Water Treatment Facilities1 Facility Name Design Raw Water Raw Water Traditional/Alternative Capacity Requirement2 Source (MGD) (MGD) Jerry V.Warden WTP 2.25 2.32 LT Traditional(Fresh) Airport WTP 1.35 1.39 LT Traditional(Fresh) Carson Road WTP 2.00 2.06 LT Traditional(Fresh) Total 5.60 5.77 '" 1 Information on existing water treatment facilities taken from the 2012 Lower West Coast Water Supply 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 dividing the finished water capacity by the efficiency of the treatment process. CSmith 4-16 PW/6295/98609/03/11 I S B I R f \ B 4 > - 2 I B C i S R.82 I i ". a 10 I i Ix a A' s 1 10 �I n \ 12 > [ . ----\ \- IB IS , I Is IJ 1J 10 I� 16 IS I IB i> 1) ■ .am, N Iy I 10 I I 2.00 MGD WIP AppRp y OU��T�17Ly AAND WELLFIELD MIrg WATER DISTRIBUTION �FFLUp1T R ME 09 1 L: / SPRAY IItltl0AT10N 1 .-_ Tf BARIKALEE DR AIRPORT I I LAKE 7RAFFORD Z , 1.35 MGD WIP WE1lFl1E0D MAW ST. AND 0.75 MG STORAGE TANK I .^ C.R. 548I L__ ---I e —4\a- ct 44 1.75 MOD NELLFUELD a 225 MOD WTP Minn 4 STORAGE TANK - \\ LEGEND 1 I _ J --- IWSD BOUNDARY I \ X WATER SUPPLY WELLS I - I L J \4 FIGURE 4-7 CDNM COLLIER COUNTY EX EXISTING NG IWSD WATER SUPPLY FACILIT ES WORK PLAN Smith A SCALE IN FEET 4-17 Section 4 • Existing Water Supply Facilities 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 4-12 summarizes the existing water storage facilities utilized by IWSD. Table 4-12.Summary of Existing IWSD Water Storage Facilities) Facility Name Tank Volume(MG) Usable Storage Volume(MG) Jerry V.Warden WTP 1.801 1.50 Carson Road WTP 2.00' 1.50 Airport WTP 0.75 0.75 Total 4.55 3.75 Information provided in email from IWSD on September 23,2013. 20.3 MG tank has been taken out of service. 3 0.5 MG tank has been taken out of service. 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 Way.The WRF is capable of producing 2.50 MGD of reclaimed water.Table 4-13 summarizes the capacity of the existing reclaimed water facility. Table 4-13.Summary of Existing IWSD Water Reclamation Facility) Facility Name Design Capacity(MGD) IWSD WRF 2.50 Total 2.50 Information on existing water reclamation facilities taken from the 2012 Lower West Coast Water Supply Plan Update. 4.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) 4.3.1 Water Supply Permits The FGUA maintains one CUP for potable water supply.The details of the CUP are presented in Table 4-14. Table 4-14. Consumptive Use Permits Issued by SFWMD to FGUA Consumptive Aquifer Number of Expiration Annual Average Day Maximum Use Permit Permitted Wells Date Allocation Allocation Monthly (MG) (MGD) Allocation (MG) LT 3(proposed) 3/10/2030 495 2.62 41.25 11-00148-W WT 9 3/10/2030 752 2.68 62.64 Total 11 1247 5.30 103.89 Smith 4-18 PW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities 4.3.2 Potable Water Facilities 4.3.2.1 Wellfields Currently,FGUA operates one wellfield,with wells on or adjacent to its WTP site.The locations of these wells and WTP are illustrated in Figure 4-8.The wells maintained by FGUA tap the WT Aquifer, which is a traditional freshwater source. The three permitted LT wells are proposed and discussed in Section 5.3.1.1. Table 4-15 summarizes the existing wells operated by FGUA. Table 4-15. Summary of Wells Operated by FGUA1 Well No. Aquifer Total Depth(ft) Depth of Casing(ft) Diameter(in) Capacity(gpm) GG-1 WT 22 15 6 200 GG-2A WT 22 15 8 200 GG-3 WT 45 35 6 160 GG-4 WT 45 35 8 200 GG-5 WT 22 15 8 250 GG-8 WT 22 15 8 250 GG-9A2 WT 33 8.5 14 200 GG-10 WT 22 11.6 8 200 GG-11 WT 25 15 8 200 1 Information on existing wells taken from CUP#11-00148-W. 2 Well GG-9A has been disconnected per the 2013 FGUA Updated Capacity Analysis Report. 4.3.2.2 Water Treatment Facilities FGUA operates one WTP,the Golden Gate Water Treatment Plant,which is located west of CR-951, south of Golden Gate Parkway,as shown in Figure 4-8.The WTP has a finished water capacity of 1.22 MGD using LS,which is augmented by 0.87 MGD of RO for additional capacity. A summary of the existing water treatment facilities is provided in Table 4-16.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 4-16.Summary of Existing FGUA Water Treatment Facilities1 Facility Name Design Raw Water Raw Traditional/Alternative Capacity Requirement2 Water (MGD) (MGD) Source Golden Gate WTP(LS) 1.23 1.38 WT Traditional(Fresh) Golden Gate WTP(RO) 0.87 1.16 WT Traditional(Fresh) Total 2.10 2.54 Information on existing water treatment facilities taken from the 2013 FGUA Updated Capacity Analysis Report. Based on Monthly Operating Reports submitted to FDEP. Sm 11th 4-19 PW/6295/98609/03/11 s/TN'sfl UMW x4PROPOSED \ °1M0.1s x X \91 MOLDING +\ FILTER BAO(rA91 TANK TANK LET STATOR a ro roA/nIB 8 GROUND STORAGE TANK • SmormmE S� YE11 R !t ORREECTANT CEMACT +\ aiTAN( r p m •PROPOSED CAUSTIC BUM STORAGE AI /) Jf, / 0 B"AAIYEB + BDGE + IDM IIII iii \ PROPOSED 0 PLOMOE \ .n1 Ma 13 * PAS BIMDNa C.. III II _ T.U.B. SLIER TAM NELIS ❑ T• %I?. CONCRETE DIE'.E CONCENTRATE PRDPOSEp pl OTANI( rs • COIIpE1E Zen P®MIEN h DRY£ PRO.ATE/- I °"° MSP.'S PAP ' / w/..r_i 0ERATIONS p / BUILDING Aa W R¢DDATTA / / Msv.§/.uP I IB� Rw/OENaN00 E I 1 ;41.113 LJ,J� STORAGE P50 W P� A� . /yEu.lIiTSTA,ION 1 I. MARNE BUEIIWO Y1, / �.nl .i_ ro wrm '--! BIRDPD -_YEL 4'ill `•... .. IRATE-N' .- I Ij�.0 / I©CONCENTRATE IE-w STORAGE q.•/ / B wnnD °L EP'` EDer.DOUBLE) _ ' $ -© LEGEND DONLON PRESENTER }I •Ill a. raL m I'�B ES © COIIOEIF PAI //D Y IIIM'- Y BALES X Tq OLW er— — rA+ •N Xa w © " LL F ALFMT r`T CONCRETE RIPEACE GE PIMP FIGURE 4-8 N CDM COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN Smith EXISTING FGUA WELLFIELD AND WATER TREATMENT FACILITY N 0 3®0 SCALE IN FEET 4-20 Section 4 • Existing Water Supply Facilities 4.3.2.3 Pumping, Storage, and Transmission The existing transmission facilities consist of transmission pipelines,water storage tanks,and pumping facilities.The transmission facilities utilized by FGUA are shown in Figure 4-9.Water from the WTP is pumped to a 0.52 MG ground storage tank,located on the plant site.From the storage tank water enters the distribution system which consists of mains ranging in size from 2-inch to 14-inch. The distribution system contains approximately 42.5 miles of mains.A booster pump station with a 1 MG ground storage tank on Green Boulevard is used to maintain water pressures within the distribution system.Table 4-17 summarizes the existing water storage facilities utilized by FGUA. Table 4-17.Summary of Existing FGUA Storage Facilities' Facility Name Tank Volume(MG) Usable Storage Volume(MG) Golden Gate WTP Tank 0.52 0.52 Green Blvd.Booster Pump Station Tank 1.00 1.00 Total 1.52 1.52 Information of existing water storage facilities take from the 2013 FGUA Updated Capacity Analysis Report. 4.3.3 Reclaimed Water Facilities The FGUA currently disposes of treated wastewater using rapid infiltration basins(RIBs)and deep well injection.The existing permitted capacity of the RIB system is 1.25 MGD. However,in 2012 0.49 MGD of treated effluent was reused through these rapid infiltration basins.The remaining 0.65 MGD of treated effluent was disposed of through deep well injection. Currently,the FGUA does not operate any reclaimed water facilities,however,the FGUA has committed to the FDEP to execute a reclaimed water project that will provide at least 200,000 gpd of reclaimed water to be used on the Golden Gate Golf Course. 4.4 Orange Tree Utility Company (OTUC) 4.4.1 Water Supply Permits The OTUC maintains one CUP for potable water supply.The details of the CUP are presented in Table 4-18. Table 4-18. Consumptive Use Permits Issued by SFWMD to OTUC Consumptive Use Aquifer Number of Expiration Annual Average Day Maximum Permit Permitted Date Allocation Allocation Monthly Wells (MG) (MGD) Allocation (MG) 11-00419-W LT 6 11/11/2009 313 2.59 37.74 4.4.2 Potable Water Facilities 4.4.2.1 Wellfields Currently,OTUC operates one wellfield in the vicinity of its WTP.The locations of these wells and WTP are illustrated in Figure 4-10.The wells maintained by OTUC tap the LT Aquifer,which is a traditional freshwater source.Table 4-19 summarizes the existing wells operated by the utility. Smith 4-21 Pw/6295/96609/03/11 qu :!:7 9:►:v::1 f A::: �0[1��:::7O�F��a:::::f E■E■E ■■■.■S ■■■;_ eeeeeeeeeeeee U..n::If.h::.wl.l.::.a:...::...•r I °..11;,,.�■ P�.� EN 000000poaovvoo " 11111.11.. .. m::_:_:: 0 f11.mm. *..,:. --1.1111 11001001111110 ___ -■ I. •. � •.. 111111111111110 an'' ;•:° �••nuI.11�::.i��•., ,•,..,. � _y• '1111°{:iip�•��1.1�P�..,+jam .I ti .�r. ••i•,J'.*:'"'"'"""I' d°'�r—_ Y = 1110111111000.= .. ... .�. ...�•.,.. • y •.Lf■= ewe I"Itg.� .%i•AVe":.. °1■ !1fC 4 1�.�i�•� : /Kn,. .. 31 ♦♦ O/ u a IE 11101111010100 ■. :.;W...:.. .�• :::. ,...,�.Y/ . ._::'•::.,` .�).� : 11111110110100 mi. pl. x 1•.,. /N. : . 11111110011100_ '72:1Y-:III H---- =i//L ""_: .11. .Y:[ - .. jj!.!]j! = m� bp„ uxeeeeeeo . .... ■r. • ■ 1• i:fix - • ' iie x 6./ , .,`orb ;. ,...:...:� � LEGEND 11111111110010 ■-:.f.,; ;; : ;:��`.;!0;*:.,.,. .:1/.1_ '�: :,., , . .,...'_ - [JUSTIN°NS •• iL,til: I WATER MAINS ■= n...............h �• )�i-. �.••fp t•y •• nasTnlo MIA f.: � ♦ P.•♦ L• • - SERVICE AREA ;:•-..L►)'t.`� ;..• �•"•4, ..ti,,•Ii I" -- [JUSTIN°P°TAIRE 0 7e 34, �`` .7S,I✓p..•�cti'�. • .�: WATER TN[ATNDT 11111011110110 : ................ .47•1447e 4".•.f PLANT 011111111111x_ ........................ . 4,•.: :::. •;..A WASTE,1° mn•�• •, ..�.. .: .=-: .. //,L i TREATMENT PLANT L. -X- -� iii ..Yi�Y�/L.IIY.11 .�\� ,I.II �\viiAi[� 'X Rwl' :\I1/ I/::■l.[1111[TI[IICpl1].14 ipiiiittie S ii=`_ ,a " :7 x...“""•11 11 --x�G:..f.f i1 I: 1177.JY[:I.j J FIGURE 4-9 CDM N COLLIER COUNTY 10-YR WATER SUPPLY FACILITIES WORK PLAN Smith EXISTING FGUA POTABLE WATER TRANSMISSION MAINS N A 0 6®00 SCALE IN FEET 4-22 77-47 Section 4 • Existing Water Supply Facilities Table 4-19. Summary of Wells Operated by OTUC Well No. Aquifer Total Depth(ft) Depth of Casing Diameter Capacity(gpm) (ft) (in) PW1 LT 180 70 12 300 PW2 LT 180 70 12 300 PW3 LT 180 70 12 300 PW4 LT 180 70 12 300 PW5 LT 180 70 12 300 PW6 LT 180 70 12 300 1 Information on existing wells taken from CUP#11-00419-W. 4.4.2.2 Water Treatment Facilities OTUC operates one WTP,which is located east of SR-846,north of CR-858 as shown in Figure 4-10. The WTP has a finished water capacity of 0.75 MGD using membrane softening(MS). A summary of the existing water treatment facility is provided in Table 4-20.In addition to identifying the design capacity,the amount raw water required to produce the design capacity is also provided. Table 4-20.Summary of Existing OTUC Water Treatment Facilities1 Facility Name Design Raw Water Raw Water Traditional/Alternative Capacity Requirement2 Source (MGD) (MGD) Orange Tree WTP 0.75 0.94 LT Traditional(Fresh) Total 0.75 0.94 1 Information on existing water treatment facilities taken from the 2012 Lower West Coast Water Supply Plan Update. ' Raw water requirement is the amount of raw water needed to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. 4.4.2.3 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 0.75 MG and the transmission pipelines range in size from 3-inch to 12-inch and total approximately 9 miles in length.Table 4-21 summarizes the water storage available in the Orange Tree Utility System. Table 4-21.Summary of Existing OTUC Storage Facilityl Facility Name Tank Volume(MG) Usable Storage Volume(MG) Orange Tree WTP 0.75 0.73 Total 0.75 0.73 Information on existing water storage facilities taken from CUP#11-00419-W 4.4.3 Reclaimed Water Facilities Currently,OTUC disposes of all effluent wastewater via RIBs.The existing permitted capacity of the RIB system is 0.4 MGD. Smith 4-23 Pw/6295/98609/03/11 r-.„, I I R 5 4 3 2 6 s • —H m.. i2 8 • 11 ( 7 < 9 10 11 12 7 > IIII 1 o - --- ._. 14 13 18 • 16 15 18 21 22 19 i 23 24 19 NA'LES-IMMOKALEE R . -- I - 1_ I o .4 26 25 E 26 25 30 28 z 27 30 A m �_ LEGEND _ — ORANGETREE UTILITY CO. (OTUC) SERVICE AREA o 35 36 31 2 33 34 1 35 0 WATER TREATMENT PLANT A WASTEWATER TREATMENT PLANT - i I ' ' 1 X WATER SUPPLY WELLS •FIGURE 4-10 N CDMCOLLIER COUNTY 10-YR WATER SUPPLY FACILITIES WORK PLAN EXISTING OTUC WATER SUPPLY FACILITIES Smith 6 SCALE IN FEET 4-24 Section 4 • Existing Water Supply Facilities 4.5 Ave Maria Utility Company, LLLP (AMUC) 4.5.1 Water Supply Permits AMUC maintains one CUP for potable water supply.The details of the CUP are presented in Table 4- 22. Table 4-22. Consumptive Use Permits Issued by SFWMD to AMUC Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit Permitted Date Allocation Day Monthly Wells (MG) Allocation Allocation(MG) (MGD) 11-02298-W LT 3 1/9/2017 372 3.02 40.3 4.5.2 Potable Water Facilities 4.5.2.1 Wellfields Currently,AMUC operates one wellfield in the vicinity of its WTP. The wells maintained by AMUC tap the LT Aquifer,which is a traditional freshwater source.Table 4-23 summarizes the existing wells operated by the utility. Table 4-23. Summary of Wells Operated by AMUC Well No. Aquifer Total Depth(ft) Depth of Casing Diameter Capacity(gpm) (ft) (in) PWS-1 LT 83 61 12 700 PWS-2 LT 80 59 12 700 PWS-3 LT 71 50 12 700 1 Information on existing wells taken from CUP#11-02298-W. 4.5.2.2 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 0.99 MGD using MS. A summary of the existing water treatment facility is provided in Table 4-24.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 4-24.Summary of Existing AMUC Water Treatment Facilityl Facility Name Design Raw Water Raw Water Traditional/Alternative Capacity Requirement2 Source (MGD) (MGD) Ave Maria WTP 0.99 1.15 LT Traditional(Fresh) Total 0.99 1.15 1 Information on the water treatment facilities was taken from the 2012 Lower West Coast Water Supply 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 dividing the finished water capacity by the efficiency of the treatment process. 4.5.2.3 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 4-25 summarizes the water storage available in the Ave Maria Utilities System. Smith 4-25 PW/6295/98609/03/11 Section 4 • Existing Water Supply Facilities Table 4-25.Summary of Existing AMUC Storage Facility' Facility Name Tank Volume(MG) Usable Storage Volume(MG) AMUC WTP 1.50 1.50 Total 1.50 1.50 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. 4.5.3 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 23.00 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 4-26 summarizes the capacity of the existing reclaimed water facility. Table 4-26.Summary of Existing AMUC Water Reclamation Facility' Facility Name Design Capacity(MGD) AMUC WRF(Phase 1) 0.90 Total 0.90 1 Information on existing water reclamation facilities taken from the 2012 Lower West Coast Water Supply Plan Update. Smith 4-26 PW/6295/98609/03/11 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 irrigation purposes. Given the success that CCWSD has had in meeting its demands with alternative water supplies,CCWSD embarked over the past 18 months 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 24.1 MGD and an annual average daily irrigation quality demand of 15.8 MGD. The ratio of irrigation quality demand to potable demand is approximately 40:60. Of the current potable demand,approximately 1/3 is attributable to irrigation in older parts of the system. As stated in Section 4.1.3 there is an additional 43.4 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 40 percent IQ water and 60 percent potable water to 60 percent IQ water and 40 percent potable water. 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 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 Smith 5-1 PW/6295/98609/03/11 Section 5 • Planned Water Supply Facilities 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 2012 Lower West Coast Water Supply Plan Update (LWCWSP)published by the SFWMD,which states on page 4,"Some traditional water supply development may be possible where appropriate local hydrologic conditions are present and regulatory requirements are met."The LWCWSP also states(on page 39),"While the development of fresh groundwater in many areas of the LWC Planning Area has been maximized,fresh groundwater may be available in some places.It is not the intent of this update to require water users,including Rural Areas of Critical Economic Concern, to use alternative water supplies when fresh water is available.As urban growth occurs,it is anticipated that some agricultural land will transition to urban community uses.These existing agricultural areas likely have consumptive use permits for use of traditional groundwater for crop irrigation.While consumptive use permits cannot be directly transferred from one land use type to another,the conversion of these lands from agriculture to another land use may result in available fresh groundwater for the new land use.It is important to note that there are different considerations for different water use categories,based on specific needs."Likewise,on page 41,"Additional supplies may be developed and permitted from these traditional(historical)sources depending on the quantities required,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 SSmiiiith 5-2 PW/6295/98609/03/11 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 2023 to serve the first phase of the NERWTP.Table 5-1 summarizes the planned wells in the NERWTP Wellfield Phase 1.The location of the NERWTP Wellfield Phase 1 is illustrated in Figure 5-1. Table 5-1. Planned NERWTP Wellfield Phase 1 Summary' Well No. Aquifer Total Depth(ft) Depth of Casing(ft) Diameter(in) Capacity(gpm) LT-1 LT 120 75 16 1000 LT-2 LT 120 75 16 1000 LH-1 LH 1000 700 16/122 1000 LH-2 LH 1000 700 16/122 1000 LH-3 LH 1000 700 16/122 1000 LH-13 LH 1000 700 16/122 1000 LH-14 LH 1000 700 16/122 1000 LH-15 LH 1000 700 16/122 1000 LH-16 LH 1000 700 16/122 1000 HZ1-13 HZ1 550 400 16/122 1000 HZ1-14 HZ1 550 400 16/122 1000 Information on planned wells taken from CUP#11-00249-W and the Collier County 2008 Water Master Plan Update. 16 inch casing to 100 feet,then 12 inch casing to production casing depth. 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 Funding Feasibility Property Facility Name Source Study Acquisition Design Permitting Construction NERWTP Phase Impact Fees Complete Complete Complete 2018-2020 2020-2023 1 Wellfield Smith 5 3 PW/6295/98609/03/11 BONITA BEACH RD NERWTP OIL WELL 1CD IMMOKALEE RD J C co 0 J CO NCRTP w W VANDE"BILT BEACH 0 J LL 0 ce ti I GOLDEN GATE BLVD w > I w 0 -J 7) O 0 0 PINE RIDGE RD 1 u 4. z 4. 0 0 0 0 0 r GOLDEN GATE P ■ T SCRWTP z RADIO RD 175 I DAVIS BLVD S Ti Tr-) rn C. 0 Legend J.so Existing Wells qM�T -Existing Raw Water Transmision Lines l'')‘1\c7 ' Ce -Planned Raw Water Transmission Lines • Planned Wells FIGURE 5-1 _ COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN CDM EXISTING AND PLANNED CCWSD N A Smith DS AND RAW WATER TRANSMISSION MAINS 0 7,500 15,000 30,000 1 Feet 5-4 Section 5 • Planned Water Supply Facilities 5.1.1.2 Water Treatment Facilities The CCWSD is currently served by two WTPs;the NCRWTP and the SCRWTP.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 2023,will have a reliable capacity of 10 MGD. The plant will be capable of expansion to an ultimate capacity of 45 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. Table 5-3. Summary of Existing and Planned CCWSD Water Treatment Facilities1 Facility Name Year Design Raw Water Raw Traditional/ Project Identified Online Capacity Requirement2 Water Alternative In LWCWSP (MGD) (MGD) Source NCRWTP MF Online 12.0 14.1 LH Traditional W N/A (Fresh) NCRWTP LPRO Online 8.0 10.7 LH/HZ1 Alternative N/A (Brackish) SCRWTP LS Online 12.0 12.4 LTA Traditional N/A (Fresh) SCRWTP LPRO Online 20.0 26.7 LH/HZ1 Alternative W N/A (Brackish) NERWTP Phase 1 LPRO 2023 7.5 10.0 LH Alternative W Yes (Brackish) NERWTP Phase 1 Ion 2023 2.5 2.6 LTA/HZ1 Traditional No Exchange (Fresh) Total 62.0 76.4 'Information taken from the Collier County 2008 Water Master Plan Update and the 2012 AUIR. 2 Raw water requirement is the amount of raw water need to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. Smith 5-5 PIN/6295/98609/03/11 BONITA BEACH RD ---. NERWTP - OIL WELL RD J IMMOKALEE RD C 0 NCRWTP m Cl) 11111 w VANDE"BILT BEACH Q J LL 0 w GOLDEN GATE BLVD CC 1-.- w D w O X O 0 O o 0 x PINE RIDGE RD u �j A C 1"l_ l�J 0 0 r 0 0 0 m GOL' NGATEP r W - SCRTP TI T1 - •o.o., Z i RADIO RD 175 F DAVIS BLVD GS 4 a) G(5, v 1 V T Legend 9M/q4/ -Existog Potable Water T Treatment Fadlities -Proposed Potable Water C _ �/� Treatment Fadlities � `'�� FIGURE 5-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN CDMEXISTING AND PLANNED CCWSD N POTABLE WATER TREATMENT FACILITIES smith A 0 7,500 15,000 30,000 I Feet 5-6 Section 5 • Planned Water Supply Facilities 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 Year(s)of Execution Facility Feasibility Property Name Funding Source Study Acquisition Design Permitting Construction NERWTP Impact Fees Complete Complete Complete 2018-2020 2020-2023 Phase 1 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 2023.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. 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 Tank Volume(MG) Usable Storage Volume(MG) Online NCRWTP online 12.00 11.10 SCRWTP online 14.00 12.40 Isle of Capri online 0.25 0.20 Manatee Road Pumping Station online 2.00 1.80 Carica Road Pumping Station online 10.00 9.30 NERWTP Phase 1 2023 15.00 13.50 Total 53.25 48.30 Manatee Road ASR Phase 11 online N/A ^'1 MGD Total ^'1 MGD 1 Information taken from the Collier County 2008 Water Master Plan Update and the Fiscal Year 2011 Water and Wastewater User Rate Study. 2 Storage volume for Manatee Road ASR not included in total. Smith 5 PIN/6295/98609/03/11 B•NITABE CH RD NERWTP • OIL WELL RD 0 J 0 Ci‘3 O I MOKALEE RD m J 1.1 t" NCRWTP umi 7o VANDE-.BILT BEACH • w r' Q CARICA GOLDEN GATE BLVD 0 cc BOOSTER > STATION PINE RID RD w q� (I)D �o co ( 0 0 r rill v SCRWTP r • Z � RADIO RD 1 75 DAVIS BLVD 1 v r G sQ MANATEE Tgy7j BOOSTER • • qM,T Is6. STATION Q9i� MANATEE rn ROAD ASR cc ISLE OF CAPRI 1. BOOSTER STATION Legend GOODLAND laVii\4410 • Existing Potable Water Storage FacHities BOOST E R • Future Potable Water Storage Facilities STATION'\ - „ M ,-.t --err ( --- (r? FIGURE 5-3 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDM EXISTING AND PLANNED CCWSD POTABLE WATER STORAGE FACILITIES A Smit 0 7,500 15,000 30,000 45,000 Feet 5-8 Section 5 • Planned Water Supply Facilities 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 Year(s)of Execution Facility Feasibility Property Name Funding Source Study Acquisition Design Permitting Construction NERWTP Ste Impact Fees Complete Complete Complete 2018-2020 2020-2023 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 42 inches in diameter,with over 55,000 individual service connections. With the construction of 10 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 2023 are illustrated in Figure 5-4. 5.1.2 Reclaimed Water Facilities CCWSD currently operates one of the largest reclaimed water system in South Florida,which serves customers with contractual commitments of 23.4 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 43.4 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.In addition to the improvements described below,CCWSD is undertaking the development of the IQ Water element of its Master Plan starting in 2013 to determine the best methods for maximizing the efficient use of reclaimed water. Recommendations and findings of the IQ Water element of the Master Plan will be incorporated into future editions of the Collier County 10-Year Water Supply Facilities Work Plan. 5.1.2.1 Water Reclamation Facilities The locations of the existing NCWRF and SCWRF are shown in Figure 5-5.There are currently no plans to build additional water reclamation capacity during the 10-year planning period. Table 5-7 summarizes the capacities of the existing WRFs. Smith 5-9 PW/6295/98609/03/11 16" B6NITABE CH RD o CC 12„ w vs, J NrC 2 OIL WELL RD I 0-51 12" 1 -. 4) ` N _. 1 16" 16` N N20' 30" 12" 24" 'q� 36" 1 v N CO 30" !Eli 30" 24" 2" o tN- Q GOLDEN GATE BLVD lIl w • w O To- ol A O 7J Cr M r -, T ,, Z1. ig,' RD iv I75 A rn Millii DAVI' BLVD 12" - . • in . co ■4":i 2 n 24" A 7 16".„ t, ICI * ■ tiptti 11111W14,/i„ s� 1 pie „:„..1% (\i, „, ts;7),) ■Ip‘,,,.x .•---- NOTE: t MAINS SHOWN ARE 12”OR GREATER. Legend i a W ater Mains � 4 _ , kr — Mot /SO r , FIGURE 5-4 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDEXISTING AND PLANNED CCWSD myth POTABLE WATER TRANSMISSION MAINS S 0 7,500 15,000 30,000 45,000 1 Feet 5-10 B.NITABE CH RD I 1 .■ • y OIL WELL RD 0 ii) o NCWRF I MOKALEE RD 0 J m m 7o VANDE'BILT BEACH o Z Q GOLDEN GATE BLVD r2 CC w > w PINE RID RD IS D A 0 0 0 rn r r r Z RADIO RD 175 DAVIS BLVD 1r G‘5, SCWRF /9,, lip; Tg4iiq Mir ISItk 01 Ce .k-;) 1. pole' f t Legend w ,� Existing Water Reclamation Facilities w n r7 r--.? (! f-2 l Jti A FIGURE 5-5 1..... COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN N CDM EXISTING AND FUTURE CCWSD WATER RECLAMATION FACILITIES Smith 0 7,500 15,000 30,000 45,000 I Feet 5-11 Section 5 • Planned Water Supply Facilities Table 5-7.Summary of Existing and Planned CCWSD Water Reclamation Facilities1 Facility Name Year Online Design Capacity(MGD)1 Project Identified In LWCWSP NCWRF Online 24.1 N/A SCWRF Online 16.0 N/A Total 40.1 Information taken from the Collier County 2008 Wastewater Master Plan Update and the 2012 AUIR. 2 The design capacities do not reflect the amount of reclaimed water available from the facilities.The amount of reclaimed water available is based on influent flow and treatment efficiency.For planning purposes,CCWSD considers reclaimed water availability based on 95 percent of the lowest influent day,which is currently around 11 MOD. 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. 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.These projects will be determined through analyses to be performed as part of the development of the IQ Water Master Plan described previously on page 5-7. Temporary reclaimed water 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 1 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 5-8. Table 5-8.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 Total 21.95 Reclaimed Water ASR 2013 '"1 MGD Reclaimed Water ASR Expansion TBD ^'4 MGD Total —5 MGD Information taken from the Collier County 2008 Wastewater Master Plan Update. Table 5-9 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. Smith 5-12 PW/6295/98609/03/11 Section 5 • Planned Water Supply Facilities Table 5-9. Major Tasks Required to Build Planned CCWSD Reclaimed Water Storage Facilities Year(s)of Execution Facility Feasibility Property Name Funding Source Study Acquisition Design Permitting Construction Reclaimed Water ASR User Fees Complete Complete 2013' 2013 2014 Well 2 Reclaimed _ Water ASR User Fees Complete Complete TBD TBD TBD 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 each of these wellfields and WTPs are illustrated in Figure 5-6.The 16 wells maintained by the 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 5-10 summarizes the wells IWSD plans to construct. Table 5-10. Summary of Planned IWSD Wells' Well No. Aquifer Total Depth`(ft) Depth of Casing(ft) 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 'Information on planned wets taken from CUP#11-00013-W. 2 NA—information not available on CUP#11-00013-W. Smith 5-13 PW/6295/98609/03/11 ■ c.;'-. 82 Ui N M 2 I 2.00..-. AND NRFLLF�D SY37EM=Y IER DISiRB IN1 1 PI 0 A�SPRAY I CATION H '' IMMOK I LAKE TRAFSaRO X '. wEL 1.35 MOD WIP LFLIEW I MAIN AND 0.75 MG STORAGE TANK r.\ as aRe 1 e ,,,, „,, Q I .., 1.75 MOD WELLFLIELO a \ 225 MOD WIP ' AND 0.35 MG p I \\SR STORAGE TAM( S — J Vi, LEGEND I \ ..-— IWSD BOUNDARY 2' \ 1___ . L X WATER SUPPLY WELLS FIGURE 5-6 CDM COLLIER COUNTY 10-YR WATER SUPPLY FACILITIES WORK PLAN N EXISTING AND PLANNED IWSD WATER SUPPLY FACILITIES Smith ®CC SCALE IN FEET 5-14 Section 5 • Planned Water Supply Facilities Table 5-11 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 5-11. Major Tasks Required to Build Planned IWSD Wells Year(s)of Execution Funding Feasibility Property Facility Name Source 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 5-12 summarizes the treatment capacity of the existing and planned potable water facilities for IWSD. Table 5-12. Summary of Existing and Planned IWSD Water Treatment Facilities1 Facility Name Year Design Raw Water Raw Traditional/ Project Identified Online Capacity Requirement2 Water Alternative In LWCWSP (MGD) (MGD) Source Jerry V.Warden WTP Online 2.25 2.32 LT Traditional N/A (Fresh) Airport WTP Online 1.35 1.39 LT Traditional N/A (Fresh) ` Carson Road WTP Online 2.00 2.06 LT Traditional N/A (Fresh) RO WTP 2020 3.00 3.75 FA Brackish Yes Total 8.60 9.52 1 Information on the existing and planned IWSD water treatment facilities was taken from the CUP#11-00013-W and the 201.2 Lower West Coast Water Supply Plan Update. Raw water requirement is the amount of raw water need to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. 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 Florida Governmental Utility Authority (Golden Gate) (FGUA) 5.3.1 Potable Water Facilities 5.3.1.1 Wellfields FGUA currently operates eight wells,six of which are located on the site of the WTP.To address future demands FGUA is planning to bring three additional wells online by 2030.The wells will tap the LT Aquifer,which is a traditional freshwater source.The locations of these wells are shown in Figure 5-7. Table 5-13 summarizes the well FGUA plans to construct. Smith 5-15 PW/6295/98609/03/11 I \ • N I \ • • • LEGEND •I. / "e�i[usW • WATER"ELLS" • • I I • i I J • FIGURE 5-7 CDM N _ COLLIER COUNTY 10-YR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED FGUA WELLS AND WATER TREATMENT FACILITY S A mith 3 SCALE IN FEET 5-16 Section 5 • Planned Water Supply Facilities Table 5-13. Summary of Planned FGUA Wellsi Well No. Aquifer Total Depth(ft) Depth of Casing(ft) Diameter(in) Capacity(gpm) GG-12 LT 180 80 10 810 GG-13 LT 180 80 10 810 GG-14 LT 200 141 10 200 1 Information on planned wells taken from CUP#11-00148-W. Table 5-14 identifies the major tasks required to build each of the three wells,along with the funding source that will be utilized and the scheduled dates for studies,property acquisition,design, permitting,and construction. Table 5-14. Major Tasks Required to Build Planned FGUA Potable Water Wells Year(s)of Execution Funding Feasibility Property Facility Name Source Study Acquisition Design Permitting Construction GG-12 to GG-14 Water User Complete Complete Complete Complete TBD Fees 5.3.1.2 Water Treatment Facilities FGUA operates one WTP,the Golden Gate Water Treatment Plant,which is located west of CR-951, south of Golden Gate Parkway,as shown in Figure 5-7.The current capacity of the WTP is 1.22 MGD using LS and 0.87 MGD using RO. FGUA recently completed maintenance on the RO membranes which allows for increased water production through increased recovery efficiency. The production capacity of the RO membranes is now 1.05 MGD. FGUA will likely re-rate the plant to 2.27 MGD prior to any future expansion. Based on the re-rating of the plant,FGUA should not need to construct additional water treatment facilities during the next 10 year period.A summary of the existing and planned water treatment facilities is provided in Table 5-15.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 5-15. Summary of Existing and Planned FGUA Potable Water Treatment Facilities1 Facility Name Year Design Raw Water Raw Traditional/ Project Identified In Online Capacity Requirement2 Water Alternative LWCWSP (MGD) (MGD) Source Golden Gate WTP(LS) Online 1.22 1.38 LTA/WT Traditional No (Fresh) Golden Gate WTP(RO) Online 0.88 1.17 LTA/WT Traditional No (Fresh) Golden Gate WTP(RO)— Online 0.17 0.23 LTA/WT Traditional Yes After Re-rating (Fresh) Total 2.27 2.78 1 Information on existing and planned water treatment facilities taken from the 2013 FGUA Updated Capacity Analysis Report. 2 Raw water requirement is the amount of raw water need to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. 5.3.1.3 Pumping, Storage, and Transmission As described in Section 4.3.2.3,the existing FGUA transmission facilities consist of transmission pipelines,water storage tanks,and pumping facilities.FGUA has no plans to modify the existing storage facilities.However,there are plans to expand the transmission pipelines. The existing and planned transmission pipelines are shown in Figure 5-8. Smith 5-17 PW/6295/98609/03/11 , . 1. . . . . . . eeeeeeeeeeeeeo - 3 � _ , iiiiiiiiiiiiiiiloppla eispollillimi. lial _ OHHUiHi - � till eeeeeeeeee1110 'f SA revitripel' -p-rmaismia=1L.Hiri i eelee•Ieeeleeo 11101101111O10 , -' _� �. e E 7" '� w�sicw��u � ��ee©elee1e10e ` TEe1MOR PLANT ?11111111101©- �'r�%�' I'll.jJ__I i � MI 11 v0 00�o III. \ao 00 00 tea . FIGURE 5-8 N CDM COLLIER COUNTY 10-YR WATER SUPPLY FACILITIES WORK PLAN Smith EXISTING AND PLANNED FGUA POTABLE WATER TRANSMISSION MAINS N s®00 SCALE IN FEET 5-18 Section 5 • Planned Water Supply Facilities 5.3.2 Reclaimed Water Facilities The FGUA currently has no plans to expand the existing reclaimed water facilities. 5.4 Orange Tree Utility Company (OTUC) The OTUC will be taken over by CCWSD in 2014. 5.4.1 Potable Water Facilities 5.4.1.1 Wellfields OTUC currently operates six wells located in close proximity to the WTP.There are currently no plans to construct any additional wells. 5.4.1.2 Water Treatment Facilities OTUC is currently served by one water treatment plant with a capacity of 0.75 MGD.There are no planned expansions/projects identified in the 2012 Lower West Coast Water Supply Plan Update. 5.4.2 Reclaimed Water Facilities Currently,OTUC disposes of all effluent wastewater via RIBs. 5.5 Ave Maria Utility Company, LLLP (AMUC) 5.5.1 Potable Water Facilities 5.5.1.1 Wellfields AMUC currently operates three wells located in close proximity to the WTP.Per the AMUC CUP and information in the 2012 Lower West Coast Water Supply Plan Update,AMUC currently has no plans to bring additional wells online. 5.5.1.2 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 WTP is 0.99 MGD using MS. AMUC plans to expand the facility through three subsequent expansions to a capacity of 4.39 MGD by adding additional MS treatment trains.A summary of the existing and planned water treatment facilities is provided in Table 5-16.In addition to identifying the design capacity of each treatment train,the amount raw water required to achieve the design capacity is also provided. Sm'th 5-19 PV06295/98609/03/11 Section 5 • Planned Water Supply Facilities Table 5-16. Summary of Existing and Planned AMUC Potable Water Treatment Facilities1 Facility Name Year Design Raw Water Raw Traditional/ Project Online Capacity Requirement2 Water Alternative Identified In (MGD) (MGD) Source LWCWSP AMUC WTP(Phase 1) Online 0.99 1.16 LT Traditional W N/A (Fresh) AMUC WTP(Phase 2) TBD 1.70 2.00 LT Traditional Yes (Fresh) AMUC WTP(Phase 3) TBD 1.70 2.00 FA Brackish3 Yes Total 4.39 5.16 1 Information on existing and planned water treatment facilities taken from the 2012 Lower West Coast Water Supply 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 dividing the finished water capacity by the efficiency of the treatment process. 3 Raw water requirement is the amount of raw water need to make a certain amount of finished water.It is calculated by dividing the finished water capacity by the efficiency of the treatment process. Table 5-17 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 5-17. Major Tasks Required to Build Planned AMUC Potable Water Treatment Facilities Year(s)of Execution Funding Feasibility Property Facility Name Source Study Acquisition Design Permitting Construction AMUC WTP TBD Complete Complete TBD TBD TBD (Phase 2) AMUC WTP TBD Complete Complete TBD TBD TBD (Phase 3) 5.5.2 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 three times to a total capacity of 5.2 MGD.Table 5-18 summarizes the capacities of the existing and planned phases of the WRF. Table 5-18.Summary of Existing and Planned AMUC Water Reclamation Facilities1 Facility Name Year Online Design Capacity(MGD) Project Identified In LWCWSP AMUC WRF(Phase 1) Online 0.90 N/A AMUC WRF(Phase 2) TBD 1.70 Yes AMUC WRF(Phase 3) TBD 1.70 Yes AMUC WRF(Phase 4) TBD 0.90 Yes Total 5.20 1 Information on existing water treatment facilities taken from the 2012 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 three reclaimed water storage ponds within the development in the future.The new ponds will increase the storage capacity from 23.00 MG to 44.00 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 Smith 5-20 PW/6295/98609/03/11 Section 5 • Planned Water Supply Facilities 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. Smith 5-21 GW/6295/98609/03/11 Section 6 Facilities Capacity Analysis Sections 3,4,and 5 of this plan presented the population and associated water demand of the service area served and to be served by each utility,the existing water supply facilities in place to meet current demands,and the facilities planned to meet future water supply needs,respectively.The purpose of this section of the plan is to conveniently present a comparison of the population,water demand,facilities capacity,and permit limitations that identifies surpluses and deficits in facility and permit capacities. 6.1 Collier County Water-Sewer District (CCWSD) As described in Section 5.1,CCWSD plans to bring online a new potable water treatment facility and associated wellfield during the 10-year planning period ending in 2023. 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. Capacity Analysis for CCWSD 2010 2013 2018 2023 Service Area Population 201,377 212,972 249,366 282,845 Demand Per Capita(gpcd) 170 170 170 170 Required Treatment Capacity @ 170 gpcd(MGD) 34.23 36.21 42.39 48.08 Available Facility Capacity(MGD) 52.00 52.00 52.00 62.00 Facility Capacity Surplus(Deficit)(MGD)' 17.77 15.79 9.61 13.92 Raw Water Requirement(MGD)` 40.13 42.76 51.01 57.84 Permitted Amount(MGD Annual Average)' 56.14 56.14 56.14 56.14 Permitted Surplus(Deficit)(MGD)4 16.01 13.38 5.13 (1.70) 1 Calculated by subtracting Required Treatment Capacity @ 170 gpcd from Available Facility Capacity. 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 Required Treatment Capacity @ 170 gpcd by the efficiency of the treatment process. 3 CUP(11-00249-WI for 56.14 MGD annual average expires February 8,2026. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. As will be noted from Table 6-1,the allocation under CCWSD's current CUP (11-00249-W)is insufficient to meet the raw water requirement needed to make the Required Treatment Capacity @ 170 gpcd starting in 2023. This deficit is related to the planned NERWTP and associated wellfield. CCWSD will initiate the application process for a modification to its current CUP to include the planned NERWTP Wellfield in 2018 as identified in Table 5-2.The additional allocation sought will be an additional total of 14.60 MGD from the LT,HZ1 and LH aquifers. 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. Smith 6 1 M/6295/98609/03/11 Section 6 • Facilities Capacity Analysis 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. Capacity Analysis for IWSD 2010 2013 2018 2023 Service Area Population 27,273 27,848 29,414 30,939 Demand Per Capita(gpcd) 105 105 105 105 Annual Average Daily Demand(MGD) 2.86 2.92 3.09 3.25 ) Available Facility Capacity(MGD) 5.60 5.60 5.60 8.60 Facility Capacity Surplus(Deficit)(MGD)' 2.74 2.68 2.51 5.35 Raw Water Requirement(MGD)` 2.95 3.01 3.19 3.35 Permitted Amount(MGD Annual Average)' 3.36 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)4 0.41 1.14 0.97 0.80 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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. 3 CUP(11-00013-W)for 4.15 MGD annual average expires May 23,2031. °Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Smith 6-2 PW/6295/98609/03/11 Section 6 • Facilities Capacity Analysis 6.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) Table 6-3 shows the capacity analysis for FGUA for the 10-year planning period. The improvements planned by the FGUA for the 10-year planning period are sufficient to meet the demands of the service area and the allocation of the underlying CUP(11-00148-W)covers the withdrawals required to make the finished water demanded. Table 6-3. Capacity Analysis for FGUA 2010 2013 2018 2023 Service Area Population 15,731 16,256 16,810 1• 7,364 Demand Per Capita(gpcd) 109 109 109 1• 09 Annual Average Daily Demand(MGD) 1.71 1.77 1.83 1• .89 Available Facility Capacity(MGD) 2.09 2.27 2.27 2.27 Facility Capacity Surplus(Deficit)(MGD)1 0.38 0.50 0.44 0.38 Raw Water Requirement(MGD)2 1.92 1.99 2.07 2.15 Permitted Amount(MGD Annual Average)3 2.49 2.49 2.49 2.49 Permitted Surplus(Deficit)(MGD)4 0.57 0.50 0.42 0.34 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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 population by the demand per capita raw water usage. 3 CUP(11-00148-W)for 2.49 MGD annual average expires March 10,2030. °Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.4 Orange Tree Utility Company (OTUC) OTUC will be taken over by CCWSD in 2014. OTUC did not identify any capital improvement projects to be completed prior to the takeover. Table 6-4 shows the capacity analysis for OTUC through 2013. Based on the analysis the OTUC has sufficient capacity to meet the demands of the service area through the takeover. Table 6-4. Capacity Analysis for OTUC 2010 2013 Service Area Population 4,808 5,160 Demand Per Capita(gpcd) 100 100 Annual Average Daily Demand(MGD) 0.48 0.52 Available Facility Capacity(MGD) 0.75 0.75 Facility Capacity Surplus(Deficit)(MGD)1 0.27 0.23 Raw Water Requirement(MGD)2 0.62 0.66 Permitted Amount(MGD Annual Average)3 0.86 0.86 Permitted Surplus(Deficit)(MGD)4 0.24 0.20 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 2 Raw water requirement is the amount of raw water need 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. 3 CUP(11-00419-W)for 0.86 MGD annual average expires November 11,2009. °Calculated by subtracting the Raw Water Requirement from the Permitted Amount. CSmith 6-3 PW/6295/98609/03/11 Section 6 • Facilities Capacity Analysis • ••■ 6.5 Ave Maria Utility Company, LLLP (AMUC) Table 6-5 shows the capacity analysis for AMUC for the 10-year planning period. The improvements planned by the AMUC for the 10-year planning period are sufficient to meet the demands of the service area,and the allocation of the underlying CUP(11-02298-W)covers the withdrawals required to make the finished water demanded. Table 6-5. Capacity Analysis for AMUC 2010 2013 2018 2023 Service Area Population 1,435 1,886 3,468 6,070 Demand Per Capita(gpcd) 110 110 110 110 Annual Average Daily Demand(MGD) 0.16 0.21 0.38 0.67 Available Facility Capacity(MGD) 1.67 1.67 4.17 5.00 Facility Capacity Surplus(Deficit)(MGD)2 1.51 1.46 3.79 4.33 Raw Water Requirement(MGD)3 0.19 0.24 0.45 0.79 Permitted Amount(MGD Annual Average)4 3.02 3.02 3.02 3.02 Permitted Surplus(Deficit)(MGD)5 2.83 2.78 2.57 2.23 1 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 2 Raw water requirement is the amount of raw water need 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. 9 CUP(11-02298-WI for 3.02 MGD annual average expires January 9,2017. °Calculated by subtracting the Raw Water Requirement from the Permitted Amount. r..■ Smith 6-4 PW/6295/98609/03/11 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 conservation plans approved by the SFWMD and included in each utility's consumptive use permit. 7.1 Collier County Water-Sewer District (CCWSD) • The conservation plan implemented by CCWSD is described in the utility's consumptive use permit as follows: The Collier County Board of Commissioners enacted Ordinance 2002-17,which reduced watering to three days per week(three times each for odd and even numbered addresses),in an effort to reduce water consumption.This ordinance also requires that rain sensor devices be installed on automatic irrigation systems.The Board initiated an ASR program to allow for the storage of excess water that can later be withdrawn to offset peak usage. Other water conservation measures designated by the SFWMD,which Collier County has enacted include: • Requiring low flow plumbing fixtures as part of the Land Development Code(LDC); • Encouraging the use of Florida Friendly landscapes and other drought-tolerant vegetation in portions of the LDC; • Implementing water conservation rates that increase per-thousand gallon charges as usage increases; • Monthly reading of all customers'meters to minimize losses from unaccounted-for water; • An active reuse program,which delivers over 4.5 billion gallons a year of reclaimed wastewater, to reduce irrigation withdrawals; • Filter backwashing at the SCRWTP to eliminate water lost in cleaning filters;and • Enacted in 2003 to further promote water conservation,the Board approved a mandatory water high-consumption surcharge,which is applied when the SFWMD implements water restrictions and impacts on only high-use consumers. In addition to these water conservation measures,the CCWSD and other County agencies endeavor to educate the public regarding water conservation through educational and outreach programs.Staff members routinely conduct presentations for schools,civic groups,homeowner associations,and other receptive groups.Division staff participates in events,such as"Senior 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 Smith 7-1 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices Days"campaign,which has become the tag line on commercials airing on radio stations throughout Collier County.These stations were selected to target a large number of consumers,including those who do not speak English.The tag line has also been utilized in several productions airing on the Collier County Government Channel.Public service announcements and specially produced videos promoting water conservation also air on the County's government access television station,Channel 11/16. CCWSD has made significant strides towards improving and enhancing the efficiency of the Water Distribution System.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 5 percent,according to the unaccounted water loss report submitted to the SFWMD on September 6,2012,due to aggressive water loss management practices. The CCWSD unaccounted- I for water has been decreased by over 50 percent in the past five years as reflected in Figure 7-1, which shows the unaccounted-for water loss over the past ten fiscal years. CCWSD has the long-term goal of reducing water loss to 2.5 percent or less over the next 15 years. Specific projects the CCWSD has or will undertake to further water conservation include: • Installation of additional valves in several critical areas of the water mains to effectively decrease isolation times in the event of main breaks.Decreasing the isolation time results in reduced water losses. • Mapping the entire water supply system which,in the event of a main break,aids in reducing water loss through improved location and isolation times. • Replacing over 50 galvanized service replacements throughout the Water District annually.This increases reliability of water services and reduces potential water loss. • In FY 2014 CCWSD will be starting a new meter change out program,which will go through FY 2018 and change out all 3/4"to 2"potable meters,of which there are over 56,000. • Completing replacement projects on several substandard water mains.This improves service reliability and fire protection capacity,and reduces the potential for water loss. • The fifty largest users in the system have their large meters tested twice per year.All other large meters are tested annually.This decreases unaccounted-for water loss. • As part of the distribution system rehabilitation program,automatic flushing stations are installed in problem areas of the system as they are identified.This results in the reduction of overall water loss due to required flushing to maintain disinfectant residuals. • Another part of the distribution system rehabilitation program involves installing new water quality sampling stations at the ends of the system as additional locations are identified.The increase in monitoring from these locations will aid in the identification of developing water quality problems before they become critical.Proactive monitoring results in effective reduction of water loss from high volume flushing required when water quality problems develop. Smith 7-2 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices 15.0% - H O 0 I■ 12.5% 11.5% 12.2/0 �o 3 9.7% 10.0% ,0 10.0% -8 8.4% 8.5% c '0 7.5% u u ea D 45% 4.9% c . 5.0% 4.0% 3.3% 3.1% tto A w• 2.5% u d a 0.0% 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 Fiscal Year Figure 7-1 CCWSD Unaccounted-for Water Loss from FY2002 to FY2012. r-. Smith 7.3 PW/6295/96609/03/11 Section 7 • Conservation Regulations and Practices 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 Basis of Review(March 1994),Section 2.6.1,Water Conservation Plans,all public water supply utilities are required to develop and implement a water conservation plan.Each of the mandatory water conservation elements must exist or have a proposed time frame for implementation.As mentioned earlier,the IWSD was established under Florida law and has specific duties and quasi-governmental rights.However,the authority to enact ordinances does not reside with that District.The applicant has stated they will request that Immokalee enact any required ordinances within a year of permit issuance.The applicant has provided the following water conservation plan elements: A. Permanent Irrigation Ordinance: An ordinance which restricts landscape irrigation to the hours of 4:00 p.m.to 10:00 a.m.,7 days per week,is currently not in effect for the service area.The utility will request that Immokalee adopt an ordinance for the service area within 1 year of permit issuance. B. Xeriscape Ordinance: An ordinance which requires the use of xeriscape landscape principles is currently not in effect.The utility will request that Immokalee adopt an ordinance for the service area within 1 year of permit issuance. C. Ultra-Low Volume Plumbing Fixture Ordinance: An ordinance which requires ultra-low volume plumbing fixtures on all new construction is in effect for the service area. D. Water Conservation Rate Structure: The applicant has a conservation-based rate structure,which includes increasing block rates as a means of reducing demands. E. Leak Detection Program: The applicant does not have an unaccounted for water and leak detection program because the unaccounted for water losses are less than 10 percent. F. Rain Sensor Device Ordinance: An ordinance which requires any person who purchases and installs an automatic lawn sprinkler system to install,operate,and maintain a rain sensor device or automatic switch which will override the irrigation system with the occurrence of adequate rainfall is currently not in effect for the service area.The utility will request that Immokalee adopt an ordinance within 1 year of the permit issuance. 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. Smith 7-4 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices 7.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) The conservation plan implemented by FGUA is described in the utility's consumptive use permit as follows: The Authority(FGUA)has an interlocal agreement with Collier County to serve portions of unincorporated Collier County.As such,the Authority follows Collier County's Water Irrigation Ordinance,2002-17,which is the District's intent to conserve water through irrigation schedules.This ordinance also refers to Chapter 373.62,F.S.with regards to use of a rain sensor or other automatic switch which will override the irrigation cycle of the irrigation system.Additionally,Chapter 40E-24 of the District's rules requires residential irrigation to follow a plan of odd-even addresses with 3 days per week irrigation.Permitted irrigation of nonathletic playing fields (golf courses,ball fields,lawn tennis,etc.) is also required to follow the same conservation practices. The current rate structure for billing customers provides for a base facility charge and a volumetric consumption charge,resulting in increased customer costs for higher consumption.The rate structure is intended to conserve water. The Authority's wastewater is 100 percent reused by routing the effluent to rapid infiltration basins to recharge the ground water system. The Authority encourages use of xeriscape practices similar to the County's xeriscape ordinance.The Authority does not have the ability to create an ordinance for the Golden Gate service area,but does promote xeriscape through a public education program.Similarly,the Authority has no plumbing ordinance for low flow fixtures,but does encourage these products through the use of public education.The public education program consists of routine mailings of water conservation literature with monthly customer billings,meeting with homeowner associations,school programs with speakers and water plant tours,and participation in community events. The Golden Gate Utility,now the Authority,implemented an unaccounted for water loss program in 2003. Unaccounted for water loss is tracked monthly with the results submitted annually. Leak detection services are budgeted for as part of the Integrated Water Resources Management Plan,but are only used if water loss is greater than 10 percent. Smith 7-5 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices 7.4 Orange Tree Utility Company (OTUC) The conservation plan implemented by OTUC is described in the utility's consumptive use permit as follows: A. Permanent Irrigation Ordinance: OTUC enforces all watering restrictions as they are made known. This includes the District's Mandatory Year Round landscape irrigation measures for Lee,Collier,and Charlotte counties(Chapter 40E-24,F.A.C). B. Xeriscape Ordinance: OTUC highly encourages the use of Xeriscape landscaping in its service area to help reduce the need for ornamental watering. C. Ultra-Low Volume Plumbing Fixture Ordinance: It is the policy of OTUC that low volume plumbing should be installed in all new service connections,in accordance with the State building code. D. Water Conservation Rate Structure: OTUC is in the process of developing a conservation based rate structure for future use,with approval from the Collier County Water and Wastewater Authority. E. Leak Detection Program: OTUC will repair any system leaks brought to its attention in a timely fashion and will also review usage for detection of major leaks. F. Rain Sensor Device Ordinance: OTUC requires all irrigation systems to have rain sensors which override new lawn sprinkler installations. G. Water Conservation Education Program: OTUC will distribute and place on its website public service education information as it is made available by government agencies. H. Reclaimed Water: Wastewater is being reused as a source for golf course irrigation water at the present time.In the future,as more reclaimed water becomes available,it will also be used for residential irrigation. Upon taking over the OTUC in 2014,CCWSD will implement the water conservation measures described in Section 7.1 within the OTUC service area. Smith 7-6 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices 7.5 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 2.6.1 of the Basis of Review,public water supply in excess of 500,000 gpd requires a water conservation plan addressing the following conservation elements: Permanent Irrigation Ordinance, Xeriscape Ordinance,Ultra-Low Volume Plumbing Fixture Ordinance,Water Conservation Rate Structure,Leak Detection Program,Rain Sensor Device Ordinance,Water Conservation Education Program,and Reclaimed Water Use.The following information is provided. A. Permanent Irrigation Ordinance: One of the water conservation efforts the Ave Maria University and Town will pursue is adoption of an irrigation ordinance to limit irrigation water usage during the dry season.The planned ordinance would follow watering restrictions adopted by Collier County,including limiting daytime watering times and limiting the number of days that lawns could be watered.The irrigation ordinance would also likely follow an even/odd address watering system. B. Xeriscape Landscape Ordinance: The University and Town of Ave Maria will pursue adoption of an ordinance which recommends the use of xeriscape principles in landscape planning for all new construction.The ordinance would encourage implementation of xeriscape landscaping practices including use of mulches,native and drought tolerant plants,and limited turf areas. C. Ultra-Low Volume Plumbing Standards: The university and town of Ave Maria will pursue adopting an ordinance requiring ultra-low volume plumbing fixtures in all new construction.The standards proposed in the planned Ave Maria Plumbing Code would,in most cases,be as stringent as the ultra-low plumbing standards stipulated in the SFWMD Water Conservation Plan Development Guidelines. D. Water Conservation Rate Structure: The Town of Ave Maria plans to utilize an inclining block rate structure in order to promote water conservation.Residential and commercial water rates will consist of a monthly capacity cost charge(base rate)and a monthly commodity costs charge(volume charge).The commodity costs charges will increase with increased volume use.For example,residential costs increase from$1.75 per thousand gallons for under 5,000 gallons,to$4.00 per thousand gallons for quantities over 30,000 gallons.The details and the planned water rate schedule have not been specifically determined yet. 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 the Smith 7-7 PW/6295/98609/03/11 Section 7 • Conservation Regulations and Practices 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. H. 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 7-8 PW/6295/98609/03/11 Section 8 Capital Improvement Projects Section 5 of this plan focused on the projects that each of the utilities have planned for the 10-year planning period. Attention was paid to the amount of water made available and when it would be made available. The following subsections present the capital improvement projects planned by each utility,including the funding source,project number,project name,and cost estimate for each project. 8.1 Collier County Water-Sewer District (CCWSD) The most recent lists of CCWSD water and wastewater capital improvement projects were developed as part of the Fiscal Year 2011 Water and Wastewater User Rate Study. The capital improvement projects pertinent to future water supply are summarized in Table 8-1. CCWSD funds its water and wastewater projects from four funds:411-Water Impact Fees,412-Water User Fees,413- Wastewater Impact Fees,and 414-Wastewater User Fees. Impact fees are utilized to pay for expanded supply projects,while user fees are used to fund operations,maintenance,and replacement of existing facilities. 8.2 Immokalee Water and Sewer District (IWSD) IWSD identified no major capital improvement projects planned for the 5-year planning period through 2018. Routine replacements are addressed through annual budgeting. 8.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) Based on the 2013 FGUA Updated Capacity Analysis Report,no major capital improvement projects are planned for the 5-year planning period through 2018. As a utility near build out,routine replacements are addressed through annual budgeting and funded by user fees. 8.4 Orange Tree Utility Company (OTUC) OTUC did not provide a summary of its capital improvement projects. OTUC will be taken over by CCWSD in 2014. CCWSD has capital improvement projects planned for integrating the OTUC into the existing system. 8.5 Ave Maria Utility Company (AMUC) AMUC stated in an email dated August 16,2013,that no major capital improvement projects are planned for the 5-year planning period through 2018. Routine replacements are addressed through annual budgeting. Smith 8-1 PW/6295/98609/03/11 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. Project Funding Source Number Project FY2010-FY2016 762200 Building Improvements $0 763100 Improvements General $0 763700 Utilities Pipes Meters Etc Improvement $0 764110 Autos and Trucks $752,878 764120 Auto Improvements $0 764150 Heavy Equipment and Trailers $648,000 764180 Machinery and Tools $60,000 764210 Communications Equipment $34,982 764360 Office Equipment $0 764900 Data Processing Equipment $250,728 764950 Software General Over$10,000 $0 764990 Other Machinery and Equipment $606,000 Additional Personnel Equipment Costs $21,000 411 -Water Impact Fees 70899-1 NERWTP Wellfield $55,000 411 -Water Impact Fees 70899-2 NERWTP Wellfield(FUND 415) $4,500 411 -Water Impact Fees 70908 NERWTP Phase 1B Wellfield $7,000 411 -Water Impact Fees 71002 NCRWTP High TDS RO Design,Construction and Supply(construction begins in 2016) $2,618,054 411 -Water Impact Fees 70154 Land Acquisition for NERWTP Plant $3,763 411 -Water Impact Fees 70902-1 NERWTP-New 5 MGD Water Treatment Plant(construction after 2028) $55,000 411 -Water Impact Fees 70902-2 NERWTP-New 5 MGD Water Treatment Plant(FUND 415) $200,000 411 -Water Impact Fees 75012 Project Management/Oversight of NE Program $163,184 411 -Water Impact Fees 70097 SCRWTP 12 MGD RO Ex $118,253 411 -Water Impact Fees 70892-1 SCRWTP Expansion-Ea $1,248,111 411 -Water Impact Fees 70892-2 SCRWTP Expansion-Ea(FUND 415) $602,482 411 -Water Impact Fees 70045 FDOT Joint Project Agreements-Water $6,512,500 411-Water Impact Fees 70071 CCDOT Utility Relocates $3,975,000 411 -Water Impact Fees 70152 951 30"WM-RSH to 41 $160 411 -Water Impact Fees 70157 Manatee Road 6-MG Storage Tank $172,229 411-Water Impact Fees 75018 Financial Services $135,273 411-Water Impact Fees 70070 Water Master Plan Updates $200,000 411-Water Impact Fees 70202 County Utilities Standards $15,254 411-Water Impact Fees 70900 SERWTP Wellfield Study $165,884 411-Water Impact Fees 75009 Grant Applications-Water $15,000 411-Water Impact Fees 75010 Evaluation of Orangetree Utility System $435,655 411 -Water Impact Fees 75014 Growth Management Plan Update $30,000 411 -Water Impact Fees 75017 PUD Hydraulic Analysis $302,460 411-Water Impact Fees 75019 AUIR Update $15,000 411 -Water Impact Fees 75020 LDC Review and Amendment $25,000 412-Water User Fees 70030 South RO Wellfield Repair $1,995,563 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 20.11 Water and Wastewater User Rate Study for Collier County Water-Sewer District. 412-Water User Fees 70158 Tamiami Well Replacement Program $1,242 412-Water User Fees 71005 Facility Reliability $13,161 412-Water User Fees 71067 Wellfield Technical Support Projects $1,394,805 412-Water User Fees 71006 NCRWTP RO Wellfield $51,076 412-Water User Fees 75005 Wellfield Program Management $1,337,990 412-Water User Fees 70008 NCRWTP DIW2 Csg Rep $40,000 412-Water User Fees 70069 NCRWTP Emergency Generator Rehab $2,334,489 412-Water User Fees 70094 NCRWTP RO Reliability $38,293 412-Water User Fees 71002 NCRWTP High TDS RO Design,Construction and Supply $5,604,429 412-Water User Fees 71043 NCRWTP RO Membrane Replacement $1,000,000 412-Water User Fees 71054 NCRWTP Instrumentation and Controls As Built $51,257 412-Water User Fees 71057 NCRWTP RO Process Improvements(Interstage Booster) $1,000,000 412-Water User Fees 71063 NCRWTP-VFD Upgrades $1,441,171 412-Water User Fees 71066 NCRWTP Technical Support Projects $1,857,532 412-Water User Fees 72520 NCRWTP Nanofilter Replacement $1,000,000 412-Water User Fees 70032 NCRWTP Piping Modifications $150,000 412-Water User Fees 70006 SCRWTP Upgrade $23,460 412-Water User Fees 70020 SCRWTP Odor Control $116,409 412-Water User Fees 71065 SCRWTP Technical Support Projects $1,422,156 412-Water User Fees 2008-1 SCRWTP RO Membrane Replacement $1,000,000 412-Water User Fees 70034 SCRWTP Reactors Rehab $200,000 412-Water User Fees 70035 Isles of Capri Repump Station Rehab $550,000 412-Water User Fees 70009 Cross-Connection Control Program $86 412-Water User Fees 70019 Cross-Connection Control Program $9,492,517 412-Water User Fees 70023 Fire Hydrant Replacement $2,009,053 412-Water User Fees 70045 FDOT Joint Project Agreements-Water $1,328,467 412-Water User Fees 70071 CCDOT Utility Relocates[1] $19,451 412-Water User Fees 71010 Distribution System Renewal and Replacement $12,113,880 412-Water User Fees 71050 Primary Transmission Rehabilitation $906,620 412-Water User Fees 71070 Potable Water Interconnect $3,006 412-Water User Fees 70010 Water Meter Renewal&Replacement $389,940 412-Water User Fees 70024 Water Meter Renewal&Replacement $7,500,000 412-Water User Fees 70036 Fire Line Metering $1,800,000 412-Water User Fees 70037 AMR of Large Meters $200,000 412-Water User Fees 70022 Security Renovations-Public Utilities Operations Center $15,426 412-Water User Fees 71009 Security Upgrades $1,667,249 412-Water User Fees 70038 Water Power Systems $380,000 412-Water User Fees 70124 Water Distribution Telemetry $18,222 412-Water User Fees 71055 Water System SCADA/Telemetry Improvements $1,828,896 412-Water User Fees 71056 Water System SCADA/Telemetry Software $21,477 412-Water User Fees 70041 Water Lightning Protection $290,000 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. 412-Water User Fees 70015 General Legal Services $29,205 412-Water User Fees 70021 FP&L Thermal Imaging/Energy Conservation $525,000 412-Water User Fees 70059 Distribution Warehouse $5,695 412-Water User Fees 70078 Distribution Warehouse $25,000 412-Water User Fees 70882 Billing System $493,266 412-Water User Fees 71007 Energy Efficiency $26,172 412-Water User Fees 71058 Water Legal Services $1,353,171 412-Water User Fees 74310 SRF Procurement-Water $204,932 412-Water User Fees 70042 Utility Ordinance Enforcement Application $20,000 412-Water User Fees 75018 Financial Services $237,869 412-Water User Fees 70011 GIS Layer WSD-WTR $8,366 412-Water User Fees 70014 Asset Alignment and Verification $151,029 412-Water User Fees 70018 Permit Data Base $150,000 412-Water User Fees 70202 County Utilities Standards $15,646 412-Water User Fees 71012 Asset Management $2,250,070 412-Water User Fees 71047 10-Year Water Supply Plan $224,748 412-Water User Fees 75007 Water Master Plan Updates $200,000 412-Water User Fees 75009 Grant Applications-Water $15,000 412-Water User Fees 750'9 AUIR Update $15,000 762200 Building Improvements $60,000 763100 Improvements General $0 763700 Utilities Pipes Meters Etc Improvement $0 764110 Autos and Trucks $2,802,122 764120 Auto Improvements $0 764150 Heavy Equipment and Trailers $0 764180 Machinery and Tools $30,000 764210 Communications Equipment $79,018 764360 Office Equipment $0 764900 Data Processing Equipment $106,272 764950 Software General Over$10,000 $0 764990 Other Machinery and Equipment $196,800 Additional Personnel Equipment Costs $0 413-Wastewater Impact Fees 72004 VBR Force Main $320,487 413-Wastewater Impact Fees 73045 FDOT Joint Project Agreements-Sewer $1,837,500 413-Wastewater Impact Fees 73065 CCDOT Utility Relocates $825,000 413-Wastewater Impact Fees 73132 East Sewer Force Main $19,447 413-Wastewater Impact Fees 73946 CR 951 16"Force Main $40,149 413-Wastewater Impact Fees 72546-2 Pump Station Improvements(FUND 415) $1,894 413-Wastewater Impact Fees 73970 Pump Station Improvements(FUND 415) $4,051 413-Wastewater Impact Fees 72548-1 MPS Mechanical improvements-Impact $12,002 413-Wastewater Impact Fees 72548-2 MPS Mechanical Improvements(FUND 415) $171 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. 413-Wastewater Impact Fees 73079 Master Pumping Station-Immokalee Road/CR 951 $59,843 413-Wastewater Impact Fees 73950 NCWRF CAP BTG 30.6 $558,685 413-Wastewater Impact Fees 73155 NEWRF-Land Acquisition $5,246 413-Wastewater Impact Fees 73156-1 NEWRF-Design&Construction(construction after 2028) $555,000 413-Wastewater Impact Fees 73156-2 NEWRF-Design&Construction(FUND 415) $317,922 413-Wastewater Impact Fees 75012 Project Management/Oversight of NE Program $172,133 413-Wastewater Impact Fees 72001 SEWRF Land Acquisition $33,324 413-Wastewater Impact Fees 74310 SRF Procurement $240,000 413-Wastewater Impact Fees 75018 Financial Services $133,870 413-Wastewater Impact Fees 70202 County Utilities Standards $17,460 413-Wastewater Impact Fees 73066 Wastewater Master Plan Updates $300,000 413-Wastewater Impact Fees 75009 Grant Applications-Wastewater $15,000 413-Wastewater Impact Fees 75010 Evaluation of Orangetree Utility System $197,167 413-Wastewater Impact Fees 75014 Growth Management Plan Update $30,000 413-Wastewater Impact Fees 75017 PUD Hydraulic Analysis $262,460 413-Wastewater Impact Fees 75019 AUIR Update $16,264 413-Wastewater Impact Fees 75020 LDC Review and Amendment $30,000 414-Wastewater User Fees 72500 South County I&I Implementation-Primary Gravity Main and MHs $709,323 414-Wastewater User Fees 72542 North County I&I Implementation-Primary Gravity Main&MHs $36,597 414-Wastewater User Fees 73050 Sewer Line Rehab(I&I Implementation)-Gravity Critical Laterals $955,695 414-Wastewater User Fees 73045 FDOT Joint Project Agreements-Sewer $405,285 414-Wastewater User Fees 73065 CCDOT Utility Relocates[1] $19,517 414-Wastewater User Fees 73307 Neighborhood Enhancement Program $1,263,554 414-Wastewater User Fees 73972 Wyndomere Rehab $12 414-Wastewater User Fees 73974 Collections Force Main Renewal&Replacement Program $36,001 414-Wastewater User Fees 70043 Gravity Systems Technical Support $8,760,000 414-Wastewater User Fees 70044 Force Main Technical Support $9,720,000 414-Wastewater User Fees 72549 LS Mechanical Improvements $5,443,869 414-Wastewater User Fees 72550 LS Secondary FM $60,286 414-Wastewater User Fees 72551 LS Emergency Power-Critical Stations $35,985 LS Facility Rehab(Civil Engineering,Site and Spill Containment,Structural/HVAC/Landscape& 414-Wastewater User Fees 72552 fence) $766,871 414-Wastewater User Fees 72553 LS Odor/Corrosion Control $280,584 414-Wastewater User Fees 73064 Odor/Corrosion Control $208 414-Wastewater User Fees 73072 Sewer Collection Facility $48,862 414-Wastewater User Fees 70046 Lift Stations/Sub-Master Pump Stations Technical Support $15,600,000 414-Wastewater User Fees 70050 Master Stations(Civil/Mechanical/Environmental)Technical Support $20,400,000 414-Wastewater User Fees 70082 NCWRF Hydraulic Evaluation $49,700 414-Wastewater User Fees 72532 NCWRF Rehab $6,202 414-Wastewater User Fees 73950-1 NCWRF Compliance Assurance $11,565,809 414-Wastewater User Fees 73950-2 NCWRF Bridge the Gap $17,700,000 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. 414-Wastewater User Fees 73966 NCWRF Bleach System $379,349' 414-Wastewater User Fees 73968 NCWRF Technical Support Projects $9,917,834 414-Wastewater User Fees 70026 MIT and Deep Injection Well Pressure System $189,666 414-Wastewater User Fees 70027 SCWRF Capacity Analysis&Process $87,584 414-Wastewater User Fees 72509 SCWRF Process Control Building $104,920 414-Wastewater User Fees 72534 SCWRF Rehab $47,460 414-Wastewater User Fees 73963 Renovate SCRF WW Lab $10,433 W 414-Wastewater User Fees 73969 SCWRF Technical Support Projects $7,688,612 414-Wastewater User Fees 70022 Security Renovations-Public Utilities Operations Center $5,991, 414-Wastewater User Fees 72505 Security Upgrades $350,000 414-Wastewater User Fees 70051 Collections Power Systems Technical Support $710,000, 414-Wastewater User Fees 70053 NCWRF Power System Technical Support $1,750,000 414-Wastewater User Fees 70055 SCWRF Power System Technical Support $1,105,000 414-Wastewater User Fees 72541 WW SCADA Software&Support Renewals $20,642 414-Wastewater User Fees 73922 Wastewater Collections System SCADA/Telemetry $1,212,092 414-Wastewater User Fees 73964 Wastewater SCADA Improvements $52,175 414-Wastewater User Fees 70060 NCWRF SCADA&Instrumentation $430,000 414-Wastewater User Fees _ 70061 SCWRF SCADA&Instrumentation $400,000 _ 414-Wastewater User Fees 70064 Collections Lightning Protection(MPS) $1,125,000 414-Wastewater User Fees 2010-15 NCWRF Lightning Protection $300,000 414-Wastewater User Fees 70079 SCWRF Lightning Protection $600,000 414-Wastewater User Fees 70021 FP&L Thermal Imaging/Energy Conservation $525,000 414-Wastewater User Fees 73071 Energy Efficiency $26,197 414-Wastewater User Fees 73944 Billing System $419,841, 414-Wastewater User Fees 75018 Financial Services $223,362 414-Wastewater User Fees 70042 Utility Ordinance Enforcement Application $20,000 414-Wastewater User Fees 71058 Wastewater Legal Services _ $600,000 414-Wastewater User Fees 72501 Decommissioning of Pelican Bay WRF $13,012 414-Wastewater User Fees 70011 GIS Layers WSD-Waste $7,083, 414-Wastewater User Fees 70014 Asset Alignment and Verification $150,330 414-Wastewater User Fees 70202 County Utilities Standards $15,713 414-Wastewater User Fees _ 73165 Asset Management $2,252,625 414-Wastewater User Fees 75007 Wastewater Master Plan Updates $300,000 414-Wastewater User Fees 75009 Grant Applications-Wastewater $12,500 414-Wastewater User Fees 75019 AUIR Update $15,000 • 413-Wastewater Impact Fees 72516 IQ Water Master Plan Updates $106,060 • 413-Wastewater Impact Fees 74311 Reclaimed Water Transmission Main $34,646 414-Wastewater User Fees 74076 IQ Booster Station $19,719 • 414-Wastewater User Fees 74011 South Regional Reclaimed Water Storage Pond $16,612 414-Wastewater User Fees _ 74030 IQ Water ASR $693,393 • 414-Wastewater User Fees 74050 Eagle Lakes Nature Interpretive Center $809 Table 8-1.CCWSD Capital Improvement Projects' 1. Cost estimates taken from the Fiscal Year 2011 Water and Wastewater User Rate Study for Collier County Water-Sewer District. 414-Wastewater User Fees 74023 Pelican Bay Irrigation $10,329 414-Wastewater User Fees 74405 IQ Water Source Integration $419,012 414-Wastewater User Fees 74401 IQ Water Technical Support Projects $1,505,694 414-Wastewater User Fees 70056 IQ Power Systems Technical Support $600,000 414-Wastewater User Fees 74033 IQ SCADA Improvements $80,271 414-Wastewater User Fees 70062 IQ System SCADA/Telemetry Upgrades $1,140,000 414-Wastewater User Fees 70080 IQ Water Lightning Protection $240,000 414-Wastewater User Fees 72516-1 Reclaimed Water Master Plan $135,000 Collier County 10-Year Water Supply Facilities Work Plan Interlocal Agreement between CCWSD and the City of Naples Appendix A CITY OF NAPLES WATER AND WASTEWATER SERVICP INTERLOCAL SERVICE BOUNDARY.AGREEMENT AND ACCORD AND SATISFACTION THIS INTERLOCAL AGREEMENT, (herein "this Agreement") is entered into this a O - L day of kh✓Lctcn N , 2009, between the City of Naples, Florida ("City") and the ms Board of County Commissioners of Collier County, Florida("County"), as the Governing Body o of Collier County and as Ex-Officio the Governing Board of the Collier County Water-Sewer x " District("CCWSD"). ARTICLE ONE, BACKGROUND INFORMATION CO O F� 1. By enactment of City of Naples Ordinance No. 2698 (passed 2"d reading on June 15, ° .-•• C7* ao 1977), the City exercised its Chapter 180, Florida Statutes, power and authority to extend the o rn City's water and wastewater utility facilities into specific geographic areas in unincorporated o CIN Collier County as such areas are depicted by a one(1)page map and a twenty-one(21)page legal o j description that was attached to and made a part of that Ordinance. °° 64=16 to o n 2. The County and the City entered into a Basic Agreement(the"BA")effective October 16, LI 1977. The original BA addressed only potable water service from the City to specified geographic areas in unincorporated County (as such areas are described by the legal description b w in Exhibit "A" that was attached to the BA). The following items were attachments to the `" original BA: b � 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. ° ° 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 Added 1 water meter ty gust 1, 1979 Addendum#2 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 City Res.No. 86-5136 November 3, 1986 Addendum#4 Fully Executed City Res. No. 86-5160 December 3, 1986 Addendum#5 Fully Executed City Res.No.87-5430 November 18, 1987 Addendum#6 Fully Executed City Res. No. 89-5733 February 1, 1989 Addendum#7 Fully Executed Cjty 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 91st 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. o 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 C.A.) 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.) 00 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)amendments to the BA and the nine (9)addendums to the BA. This Agreement does not affect any previously executed aspect of the BA, or any amendment or addendum to the BA, such as and without limitation: (a) transfer of title to any real property and/or any previously executed transfer of title to any personal property; (b) any prior grant of, transfer of, or any other right to use any property including easements; nor(c)any prior grant of any right to use personal 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 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 o TO UNINCORPORATED AREAS OF COLLIER COUNTY ' •ra 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 Page5ofl6 City's geographic boundaries. Those geographic areas at the time of this Agreement are depicted in Exhibit"A"attached to this Agreement. ARTICLE THREE I. WATER AND SEWER SERVICE TO THE COMPLEX, SCHOOL SITE,AND THE HORSESHOE DRIVE AREAS. A. City Water Service to School site. The City shall continue to supply water service to the School site, shall invoice the school site and retain all such water service revenues. B. City Water Service to the 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 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 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 Page6of 16 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 .� 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 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 o� 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 Fv 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 o 0 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 8 of 16 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. .r▪te .r • 4. CITY'S UTILITY BILLING ORDINANCE. The City's current water and sewer service w rates are listed on a two (2)page schedule attached hereto as Exhibit"E". The Complex shall be CI treated in the same manner as other City commercial customers. �.o 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 9of16 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 �(411' day of kb j au , 2009. CITY OF NAPLES ATTEST: Y� B I .� By: d BILL BARNETT,MAYOR Tara A.Norm ,City Clerk �^ G� ATTEST: BOARD OF COUNTY COMMISSIONERS , DWIGHT E •BROOK,Clerk OF COLLIER COUNTY,FLORIDA,AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE F rail ', _ I GOVE' I: BOARD OF THE COLLIER rr „- = - � COUNT j ATER-SEWER ISTRICT k 4' a WUNI� By: Crrrw iLa-t r . ' DO A FIALA, CHAIRMAN Approved as to form Approved as to form an legal sufficiency: and legal sufficiency: rc, . (v "?,,,,\ e frey A. Klatzkow Robert D. Pritt,tity ttorney County Attorney /revised 2/6/09 12:00 p.m. Page 10 of 16 */ f r P A P Exhibit A I`I' `r ), i 1,• I i _ q , V 8 I m I Od b mi Ir o .0 • lA I 0II j '... !4 O A /' / R t: t7 id 11 ., , / • Y .. i . ... i % 4' A t t P'41' ■ ir 4 r•,a/ Nr.-� / ;te , , . =._......„......._ ' tor, , i I r cs -p Call . ■ 9 . ..a► fl ' �� e Al a / *,..N. / ors f 1 / r it v '"b o I. t ". cs r ri 44 IIrr- At .... 4,4, 0 ,.0.11.01; . -la_...„ 4,, , 8 4 i 74 IllsW t j., o t� °1.i �., 9 l j...' 47 \ c>0\ Water&Sewer r `� Service Areas a ��` "=� • Cllr at Naples,mono 6 05/1128011 ' j ,(� �' se re,rem..erroerasserrer GI5 Division ' t� -ham.",rrr.trryr.0 ^ ^ r\ „a Ni.N.l..1d. : :,,,,A �l I IJ LJ I ti$tes ,.1i,,_,, _k. 0 0.3 08 1.2 Page 11 of 16 M•.•MlY1.i•6••7 7 U SZg Jr • i i X o..0 Mv i w T': I I ' ; . I a ,AINIHI�..• ' . ' —..4 E �a t L• ! I& IL i . I ��AA i 1 CD Mi CI im• o co TI C CI) I -._ .�. a.ii tf1 + j • W .tA • 5-1=• Zi .0•..,•w•'` p '' 1 1 sI'. 1 ■ W • • • a a E ' E , . • 0 • S f .-- C • a) o y • d A 0 It ,,,,,,--'1 �' ° Di cu CU — { u n� I u_ u_ c� pv 3 r-... I) rsa ; 0;\ f n ° w — s o. ea e s .c f, 2 S a0 c 6 N C11:1 oNf lfld ThOd it c V L via _ A Z !■ L L ai CU = r ..:M`ST 4 _ / ` en at LU *+ r -- 8 V ` f x _ 4 2 Z c 0 U U m "CI f > c c io m m W C m m N > ' 3 J u° u° u) ¢ ce a..Al Il'Ill'A z `pi," y I : 9 .g' ® • E• o V s 0 o • 0 X 8 W 0 ArY „Q S .,• ONllllld laOdaN .9 U G • 8 • N L T. c1-1- Q x > roi el. s O .L"'"'"" C �� va-c • .ai 0 C. 8 ‘..c L a' O U z 1 :. :.: S zis E E `n E k i Exhibit E § 30-36. Water service rates. Meter Size Monthly Base Charge (all Equivalency Factor customer classes) 5/8"-%″ $7.05 1.0 1.0″ 17.62 2.5 1.5″ 35.23 5.0 2.0″ 56.37 8.0 3.0″ 112.74 16.0 4.0″ 176.16 25.0 6.0″ 352.31 50.0 8.0″ 563.70 80.0 All customer classes will be charged the base rate according to their actual installed meter size. Monthly Consumption Charge/1,000 gallons All Customer Classes Block 1 Block 2 Block 3 Block 4 5/8″-'/.″ 0-7,500 7,501-15,000 15,001-22,500 Above 22,500 1.0″ 0-18,750 18,751-37,500 37,501-56,250 Above 56,250 1.5″ 0-37,500 37,501-75,000 75,001-112,500 Above 112,500 2.0″ 0-60,000 60,001-120,000 120,001-180,000 Above 180,000 3.0″ 0-120,000 120,001-240,000 240,001-360,000 Above 360,000 4.0″ 0-187,500 187,501-375,000 375,001-562,500 Above 562,500 6.0″ 0-375,000 375,001-750,000 750,001-1,125,000 Above 1,125,000 8.0″ 0-600,000 600,001-1,200,000 1,200,001-1,800,000 Above 1,800,000 Usage rates: o 7d Block 1: $1.14 per 1,000 gallons. Block 2: $2.00 per 1,000 gallons. Block 3: $2.85 per 1,000 gallons. Block 4: $3.42 per 1,000 gallons. `Q 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 Exhibit E (continued) § 30-178. Sewer service rate schedule. (1) Minimum monthly charge. Per single-family or multi-family residence 16.89 (2) All commercial customers will be charged the base rate according to their actual installed meter size. Monthly Base Charge Meter Size Residential/Multi-Family Commercial 5 8″--3... . $ 16.89 $15.87 .4″(1) 1.0″ 16.89 25.34 l.5″ 16.89 42.24 2.0″ 16.89 84.47 3.0″ 16.89 135.15 4.0″ 16.89 270.31 a 6.0″ 16.89 422.36 te[ 8.0″ 16.89 844.72 Usage Charge(per 1,000 3.53 3.53 gal.) ' oPie (3) Commodity costs. Each single-family dwelling shall have a cap of 10,000 gallons w monthly. A cap shall not apply if an irrigation meter, sub-meter,or reclaimed water meter serves the property. All other customers shall be charged per actual water usage gallons. 00 (4) Customers outside city limits. Customers located outside the city limits are subject to a 25 percent surcharge. (5) Irrigation meters.No sewer charges are imposed on irrigation water meter flows. Page 16 of 16 Collier County 10-Year Water Supply Facilities Work Plan Ordinance Integrating Goodland Water District into CCWSD Appendix B A 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 i- , Water District. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AND AS EX-OFFICIO .;15-1E GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT,that:° SECTION ONE Repeal of Ordinance No 80-43. Collier County Ordinance No.80-43 is hereby repealed in its entirety. 5-i I � SECTION 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. r SECTION THREE: Conflict and Severability. In the event this Ordinance conflicts with any other Ordinance of Collier County or other -f f 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 1 remaining portion. I 1 .4 SECTION FOUR: Effective Date. fl This Ordinance shall take effect upon filing with the Florida Department of State. 4 :1 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier ' iii County,Florida,this 11 th day of December,2012. .i i'' ATTEST: BOARD OF COUNTY COMMISSIONERS, : DWIGHT E. BROCK,CLERK COLLIER COUNTY, FLORIDA,AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY.;WATER- k'��p)-6049 '••. SEWER DISTRICT Aim THE ; .. 0 GOODLAND WATER DISTjtIC :1 n k a' e . .. By _ I `,i° k FRED W.COYLE, JJPr : .111 '.,,,t• CHAIRMAN : Approved a*to form and legal sufficiency: . S-44if e4)..4,...L .. ., Scott R.Teach •i Deputy County Attorney This ordinance filed'Wi)! the''' Secretciry..of S"t e' Office tfie -ly of CG !Z�i'�,, cnd:crcknnw!cdgemerg_of-`thot f;; 3.:;e cF.:e". .t!i s day 2 1 STATE OF FLORIDA) COUNTY OF COLLIER) £' I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true and correct copy of: ORDINANCE 2012-43 El which was adopted by the Board of County Commissioners on the 11th day of December, 2012, during Regular Session. �. , WITNESS my hand and the official seal of the Board of County Commissioners of Collier County,, Florida, this 17th day of December, 2012. DWIGHT E. BROCK Fp Clerk of Courts Ex-officio to a' 4-'?f.. , . e. - r County Commi a o ;rs r G. • By: Martha Vergarr ';, • Deputy Clerk Collier County 10-Year Water Supply Facilities Work Plan Agreement for Potable Water Service Calusa Island Village (Goodland Area) Appendix C 16C2 AGREEMENT FOR POTABLE WATER SERVICE CALUSA ISLAND VILLAGE (GOODLAND AREA) ri The effective Date of this Agreement is the 1 day of March, 2004. ;; r AD PO '' ADDS THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County S to the Development Site is between the Board of County Commissioners of Collier County, P. Florida, as the Governing Body of Collier County, as the Ex-Officio Governing Body of the Collier County Water-Sewer District and the Goodland Water District hereinafter (the "County") " n- and Calusa Island Village, L.C., a Florida Limited Liability Company ("Developer"). One primary purpose of this Agreement is to contract with the Developer to grant to the Developer ten (10) years to recover some of its costs if and when other specified lot(s) or parcel(s) of land E N C O w connect to the subject system. ° u' p et Cr et or RECITALS .• °. i c..71 s+ WHEREAS, Developer requests the County to supply potable water to and for the °' • Development Site (which Development Site land area is described in Exhibit "A", attached hereto); and 4-71 ■• WHEREAS, the proposed Development is in need of a supply of potable water from the g M O° County to the Development Site. The total anticipated water demand from the Development Site r es •• may not be available from the now existing Goodland water utility facilities, and these facilities 2 I--. Cap may have to be rehabilitated, renewed and/or upgraded before the County can provide the total 1 potable water demand required by the Development Site; and WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against ° C ni N M 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 F+ O N m vested lots/parcels could possibly request water service from these facilities anytime during the g 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 16C2 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 1602 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 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 OR: 3518 PG: 1806 6C2-- a. Eighty-six thousand six hundred dollars ($86,600) shall be delivere to staff within thirty (30) days of execution of the Agreement by the Chairman of the Board of County Commissioners; and b. The remaining unpaid balance shall be delivered to staff before any Certificate of Occupancy is issued with regard to the Development Site. If the final, actual-costs are NOT known at that time, the second installment payment shall be $86,600. If the final costs are known at that time and total less than $173,200, Developer shall pay such smaller balance due. If the final actual costs exceed $173,200, the Developer shall pay the remaining balance up to, but not to exceed, a total of both payments of $200,000. If Developer's costs (now estimated) are less than $173,200, the difference shall be reimbursed to Developer within thirty (30) workdays after those actual costs have been finalized. 7. Although the Developer desires that the subject potable water be available to serve the Development Site not later then October 1, 2004, the County cannot make a firm promise to meet that date or meet any other estimated deadline date. However, the County will proceed in good faith to try to provide service to the Development Site as reasonably possible. To the extent that effective service can be provided to the Development Site from the now existing facilities, and subject to priority of vested lots, and notwithstanding completion of the subject capital improvements but subject to the Developer paying the applicable fees to the County as scheduled, Developer shall be allowed to make connections to the subject water system and receive the concurrent applicable Certificates of Occupancy. 8. The Developer will pay all costs associated with installation of water meters and water tapping charges by the County as applicable at the date of connection of the Development Site to the County's potable system. 9. The County and the Developer agree that, to the greatest extent allowed by law, all the terms, covenants and conditions herein contained are and shall be binding upon their respective assigns or other transferee(s) of this Agreement, including, with regard to the County, the City of Marco Island should within the ten (10) 6 OR: 3518 PG: 1807 16G2 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 1 Agreement in utmost good faith and that termination of this Agreement shall 6a C 2.••••••■ last resort remedy. IN WITNESS WHEREOF,the parties hereto, acting under authority of their respective authorized offices, have caused this Agreement to be duly executed as of the day and year first above issued. Calusa Island Village, L.C., a Florida Limited ,-25., 4 — - .1)ck,,.\/J-1 — t,C, Liabi • y Comp. First Witness I Robert M. Re-d,II, as Manager Printed •,pe, . •,iel f P,irst Wit ess eir/ L I/ �v�►�lr • • `�ltn-. i -C-. ' l' Pte. (typed) name of 2"' Witness ACKNOWLEDGMENT --, STATE OF FLORIDA) COUNTY OF COLLIER) The foregoing agreement was acknowledged before me this ( ' day of 3 awry, 2004,2901T-by ROBERT M. REED, II, as Manager of the . I. Island Village, L.C., who is ersonall�--known to me OR . •ell as Identification: -416--.411111d/ 40,:, LEO J.SALVATOAI /,k,.,- Notary Public, State of Flo 'da N , ,� :. MY COMMISSION�CC 967892 My C• ` 7i?lE r —mb'u� Typed,printed or stamped name of Notary Public v, ATT T,; --- *'.'%; BOARD OF COUNTY COMMISSIONERS °D-. HTI l�,yg E CIer.k; OF COLLI OUNTY, FLO DA By 11 : .-A,.-. ,,,L .�•' ,A.0-By: ry„•,dt..., _19 111,![ale t '1' •S DO A FIALA, Chairman ':,two:- � l'a` Approved asro fb and legal sufficiency: By: ThM wr.----- Thom C. Palmer, 8 OR: 3518 PG: 1809 16 C 2 Assistant County Attorney 9 OR: 3518 PG: 1810 EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 1. C 2 Exhibit"A"—Development Site—Calusa Island Village. [Attached] 1 6 v Exhibit"B"—Capital Improvements. [Attached] Exhibit"C"—Legal Descriptions of the Non-Vested Lots(listed in the Chart). [Attached] 10 TINIJ12io u.ndno 2300d 16C2L .4.i.: I, , ; d eta'lla1lea1.1amai " • .,.sl ' 1 it a it 11 is€l L q-- ---- F I q t II I is F Cr. re. iit 4 N �J�. 111'1!�I I .."P.' e, i ��d,. 111`1 v.. ;;L II o ;air., �SY I r o 17 rn ir e ▪ X111 I f w alli%di +' .r; a $ii � � Ur.ii i le 0 °L4 idajas,' o J � 1 CJt !■ l u I c ,1 ✓ 1---i.Co PIP ----41,--Is; le-jail! 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K • •, ' ■ I I I:.t. , l'''-' '1Zwn u4'is ---1----717;cgt.rtle,.:4 tE0.4•Pi-;;gr.-0i .--• t,S1 E 1 . . IN:-.-..-,. \•1.ii:tte±-1"3■;..iteilfi4-•-i-xtejeli`"--9 4 e-----„c...1-44 6,..,,...1 ..r.,.., •'i;:-.ihl . .i „.4., ji,• ,y/ -(....,),•:.; v-,,,,-7,-1,,;317Frro,..•7Te.c.,:„•,,.:5..i. „iv:4._ ..4,. 64 r /, , •I'J4..=.-- I , ' ■ CALtiliA ISLA ND '- ' ' ' VILLAGE i , , ,,I.,, ,..: . . . . , ------7-. Itp.4..tir--• 'I:Mi.-4i .'t-. '.P•443e.13,1-#0',' N . \ ? '' '—°tP.-414'7,_,_In.•.4t°7', FIVigt*Vithl.7.f'V/ .' ' .... ---1' • -''''':•77: 47.-*,- , 43 ' :‘,---•,,,,, / 'tr '1; . v...."1•1 , ,,/ -1- r-r.-.. --',....,• , ,.. • • /1 (, .....§.. ., . ,,6.,.0,i. .-• el CALU8A ISLAND '. \ ‘X: L . .-_14 ,-.. 1-$4 .,-,.f v ilza.:~1.,Y \ 49 i .. ,. .., .; . \,,,,__.3,----_:_," co LIARINA ...., T 0 . s \\\\ \ • 6-; -'4,..,,-' 1-_-,5- . II ..... I .. 43 a ky& ' 4 12 N.:. .,' ..., - 6 /// PALM AVE. TRACT \\'\ '/,P- .-"16 IPAIJIIER RANCH a , ..z.--,,-,..:„..... •, e Z .q. • .k\`\., 7//'' ■, REVELMENT) o— S --- , -, cc ts/ ,...,„ . . 0 , — — — .--..• _-- _ 0 _..._ o'- .-1-, )—•'" FUTURE PAIOC ... . - , ...... 1 ".... a c; 3 CC .i. 0 (.1 0 --0 CHECKED BY: PROJECT No. 950 Encore Wag F.J.F. 2002.020 i a. • NON-VESTED k A Phoneen:icT20.13% 254-2000 fl RAM BY: CAD FIE NAME cm C.C.O. 0202111Neet Low 8 •.• • • • •.:.-. Codified* of LOTS CATE: MOT-rial 11111935-11,111115191316 Aufhorfzaffon No.1772 11/03 2 = , • 1 • , _ , = EXHIBIT C "r%: ' :- ",? ' r �' PAGE 2 OF 1 ,Y.x. f:" r�� ✓: yrpp pv Yy "►r't^"hK •.. . k. ..► •r . • Pr red 16 C e%. r..13 N. M.KKdsn,�•. Dan.of Reel Estate tsrrks cs " .r REC a D J The C fbs+s Co 4 ry ....7*.' 3210 3,Y4,Third&taus t .O0' MIAMI'.Merida 13129 • tNT ?,va Do° .et) !�aI5 I a b y _Lab A.D., Lelia, `±?1FS It9D�°dU&St„ Wade this Dt day ot? cuary , ;. teen Dtfr GTfltall z.e.STD 6 Ti8VKa'!'c4ISI94 COSP., a Florida corporation, h0L":ineftet referred to ass the 'grantor' and Ai!#I11.Ef8n VKarelal I . o ipp x" °a a (Clocker. general punnereisip, +those mailing address Li P.O. Moe 9/ eta I" i. 14-- 831G, ro,+lcn, ;aorf.da 31b51 horolna!ter ssRerr•d to • the p � "Grantee'. F VIVUOUNIS • ;. :hat the ea i4 ar1ltocr rar and in eoneideretial oR the sus 0/ Tan Dollare (0l8.0d) and other good and valuable 1 is y conaideeayion, to it in head Fold by the said Grantee, the 4 i. , c= liioceipt and uu•_ficiency whereof is hereby Acknowledged, has s� tt� tder. tom r grcntod, hergainod, sold end conveyed to the amid Grantee, its to t nucaoseor� cn! asaignm forever, the follotir; described land ( O 115 ea aitaate, lying being in the county of Collier and State of C. - YIctida, to—wits 1.--a._v (gab CX0rRIT 'A' ATTACHED fiERETO AND V 6.i. ltartmN DS Ca HA A PART HEREOF) 47 This deed its executed subject to the following terms and conditions: 1. The drantma shall be responsible for the ad valorem w Lerma and all rasesemente, if any, imposed upon the real property tatinn?g with the 1988 tar. year. 't... The Crentee takes the property subject to all eaaemento, ' £• • soning end a. es restrictions and reservations of record. The s i.d arentor does hereby fully warrant the title to said land, and will defend the ease against the lawful cleime of all p.-,rears whensoever. 1 99i LL11VF1 _S0 TO pOZ.D the premises herein granted onto the ' w, Stearns, its aucceaeore and assigns in fee simple forever. t+ .04 Received$— e S � , pecurnentary•513171p Tax I. Received$ Cease"G"InteadibW eronal Prooeriy Tex CALDER U.NN CLERK OFC RTS is AB D,C :I , BY tt?? 1 . .•.y..,ar�^..,..+F"S�rn'..:�e^F:c7R7:G'.. ..7•^l .. 1 POOR QUALITY ORIGINAL — EXHIBIT C PAGE 3 OF 14 16C2 -, IV �T!i i YT'V1 r ►kJ 3QI3✓%7 Wi sumps'D3,'the Grantor has caused these presents to be signed is its name by its authorized officers and its yyco!p7'c a ascii to b.) affixed the day and year above written. ig:ed, asnl;d snd d:,)iv■rLd DEL40dUt fd1AO k ZXY7S>Q� C00.4. `a grog: ox� • q y [� -'1, T �' 0 'resident j rte✓. Corporate Secretary,u 1,:' r - FTA Z8 OS FLORIDA , r3n• CLLc:e?"i 09 DADS T 29 t1+ day of FabraasY I frggCBY CER2i.°X that an this 2901 EAPday CPetruzzi �R a"D., 1938, before ma peraanres pp W -� and FIIC BELLE o G LTC i r President and Corpo_ate a plorida� �r Z rctpeciively, of D?LTO*'o LARD a INVSSTl1ENT CORP., a �a corporation, to me known to to the per:ona who eignad the O� foregoing instrument as such officers and acknowledged the ,Zr_ execution thereof h r to therein mentioned sand a that deeds es nuch • .-d officers for the purposes G7 thereto the official seal of said corporation, and that the said instrument is the act and deed of said corporation. in the �s 7 WI'fNSSS my signature and official seal at a dmyeoc last 00 County o` Dade and State of Florida, the day aforesaid. vs Rotary public, a tate of F. oft ea:%d - at _ a ,Zazge iotA■♦,4YC[C MTV of fICATO4 • [4y commission aspirant MOLD rau f fv.fa 0.LIIT DM ~+"a O ' 2 Kam: Of - - II POOR QUALITY ORIGINAL EXHIBIT C . . '✓ r '..w; _ •,? , w 1:":4. ': t .,-: _ . PAGE 4 OF 14 --. �93154S .;."-.:., 1 6c , : s � .. .... 1 . . (XHLY14 'A' 4 494.1 DOOriptim. . . , h petael of land, lying in and being fart cF the plat of MARCO B!?A';ii UNIT Waitaki aaeo�dinq to the Slat thereof to rsrordaQ in • Plot Kook E, Peeve 11.. th>augn 118 at the Pub1ta Records of II Caliier COti ty, Florida, end pact of the p.et-of 1AACO OIACM 014.1r 5&f'C°, eavoteing tc the plat thereof as cmcorded in Plat Book 6- ` Y.[ Dsgco %1-J+ through norm yartlsulerlvndeoc lhsdcas lallor Collier County, Flwrtda, beint[ QEQIE1 at the northeast aornor of Rectio2 ,crcntrhbii p 52 South, Rand 'ZS pie.at, Collie: County, rloridn, acid Eaotetly p;..t, boundary of a oresaid Mateo Much unit Sia-teeep thence run *long said 6aeterly plat boundary B05°24'-d="S a dip'a;sco 512.11 feet trJe ►ca Ieay.ng laid Easterly gist boundary 8s. 23'44'.:' a distance of 691.30 feet to an intor0action with the a therly plot h endacy of aaid Unit auto,,; thanes 1 along ^Sid Southerly plat boundary run N®2•10'27'W a dietanee of 15.51 foot? thence leaving said Southerly plat boundary run 1 MOS°d2'di°;1 a diatarce of (03.93 feet; thence N27°22'45'11 a O diatenee et 565.67 feet; thence 2;32•.2'50'8 a dietance of 24.10 . �d feet; thonco N49re3'02'3 a dietence of 25.20 foot; thence ti20°�?a'11•3 " di-ea-erica of 16.65 feet; thence B54.09'21'S a distance of 18.54 feet; thence 839'01'14*E a dietance of 24.51 s La. !4.1 feat; thence E33't8'47"Q a distance of 104,.38 feet; thence �r : NO3�a0'43"1% a diatarce of 139.38 feet; thence N05'al'20-',w .a t F-�` distance of 907.73 feet; thanee^687°01'14'42 a distance of`27.35 C feet; thenco '589•22'30'N a distance of '.9.90 feet; thence got!°44'080 a distance thence'N79°42'S8`tihaadietan�e4ofO30.86 ''G �iiot.snct of 3.20 feet; Cal fact; thence `N83�12'28'w a distance- of thence 2177 20' thence ca ' ti?6.31'27"iQ a dis•tnnca of 3741 feet di8tane4 of 37.95 feet; thence N67°31'52•W a dietance-of 52.09 r� feet thence N43°37'15'14 a distance of 35.56 feet; thence 4 1153°43'36"W a distance of 30,56 'feats thence N43'00'19'42 a di Lt9^.ca oa 24.g¢ fnet; thence N3403L'5 a dietance ofLine,.o0 O� feat to an intoteection with the 'Sou-therlyo Right of Way ayhLan on Btato Road .No. 92-A (100" wide Right thence sun the aforesaid plat of Marco Beach Unit Twenty) 1 following _courses along said 6-outhsrly Rightof of cu Way Line, 145•03'63" a dietance of 136.86 feet to a pont a circulrr curve,ve, 'c oncave to the Northeast and having a radius of 369.31 feet; thence Southeasterly along the arc of said curve • .,jie thrtuth a central ah arc 37 distance of to the to let boundary of, aforesaid Marco • Reach feat to the Easterly p the Easterly Beech unit Sixteen, said plat boundary also 52s being th, Range 26 line of Section 13 of aforesaid TcunshiD' ae 'easterly Collier plat boundary Florida;t£nthence line asd distance of along 293.57 e. font to the Point of 9rgirning. . -,yea Containing 15-.02 aorta, Gore or leee. '..i;, !1)AIUfN C7Vfl1Y,R,OjJ10A -: L'i C 41tE3,ClE[:N POOR QUALITY ORIGINAL EXHIBIT C •• PAGE 5 OF 14 1111140 01: 2141 PG: 0874 wooer 11/rnw.t WSW of aaUm main, It 11/11/2N1 at N:SL!iiiay L I, can ow 7MSIN.IS Will If.N This instrument ; 1100,..71 SI7f.N prepared by DAVID C. BOURGEAU !1lLt&UMW SWALM & BOURGEAU, P.A. net 2375 Tamiilli Trail N., Suite 308 Naples, Florida 34103 Property Appraisers Parcel Identification Number: 3",‹.39-2.5PLv1i?6.- WARRANTY DEED THIS WARRANTY DEED made this 31st day of October , 2000, by GOODLAND. INC.. a Florida corporation., hereinafter called the Grantor, to P LMER RANCH. L.L.C., an Illinois Limited Liability w Company whose past office address is 655 Center Road, Frankfurt, IL 60423, hereinafter called the Grantee: o0 i"- WITNESSETH: That the Grantor, for and in consideration of the G) 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 too certain land situate in Collier County, State of Florida, viz; SEE EXHIBIT "A" ATTACHED 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 Grantors 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 subsequent to December 31, 1999. rt„ POOR QUALITY ORIGINAL I • EXHIBIT C 1 .N PAGE 6 OF 14 1 C OR: 1741 PG: 0875 . . • • . . . . .... • IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. 1• 7-• in .the P__;=ence of: ' `i Air A-, '--' GOODLAND, INC., N'v l ess *1 - Si... =ture a Florida Acorporation, Witness�d p/ -r ,,,..4 BY: k ( . in Name J.B. I Curcie, as its President 4111M �'��• ' P.O. Box 126 .qr igna .re GQodlend. Florida 34140 Z Post Office Address Witness #2 - Printed •ame (Corporate Seal) w STATE OP FLORIDA " COUNTY OF COLLIER c 2: The foregoing i rument was acknowledged before me this 1 3i day of ' , 2000, by J.B. Curcie, as President i of GOODLAND, INC., a Florida corporation, who issonally known ago to me or who has produced -- - - —� as identification. O° Not% Public Signature � 4 i'. d(AZalorwii4+.,4■ Notary Public Printed Name My commission expires: (seal) • . GYAIi IL w000IloAI�D yr d1101 1ONMOOM 11 POOR QUALITY ORIGINAL J' EXHIBIT C 'f - C2 PAGE 7 OF 14 -• :" OR: 2741 PG: 0876 *** EXHIBIT Ali.. - To all that certain real praprit iitaate,lying and being in the county of Collier,State of Florida,described as follows: c.r+ The upland portion ofa parcel of land lying in ao 2,of Block GOODLAND ISLES,as recorded in Plat Book 6,Page 7,Public Records Collier County,Florida. rds of c� Beginning at the Southeast corner ofLot 24,GOODLAND ISLES,FIRST �O ADDITION,as recorded in Plat Book 8,Page 1,of the Public Records of Collier County,Florida;Thence South I6 degrees 06'17"Wept 64.00 feet to h�i of Ocurvaturne of a curve concave to the Northwest having a of 4 Thence along the arc of said carve to the tight for a distance of23,21 feet flan a central angle of 26 degrees 35'42";Thence South 15 degrees-44'47"East 27.88 f+ee4 Thence South 16 West 94.03 feet;T;hence•South 55 degrees 06'17" North 16 38'23"East 216.47 feet;Thence degrees 06'17"East 295.43 feet to the point of curvature of a circular curve concave to the Southwest having a bus of 100.00 feet; Thence along the arc of said curve to the left fora distance of 181.41 feet dun a central angle of 104 degrees 00'00"1 Thence North 87 degrees 53'43" rn Place of Begii nnnngecce South 02 06'17"West 95.00 feat to the POOR QUALITY ORIGINAL 1 . .-. ..., . . _ _ 16Cc EXHIBIT C _ PAGE- 8 OF 14 -- ^' _ ----'r''''' _ 's 's ^ 1�..•w= _. . '` -.- et. Motile. Attorney R • .C;. 3 ' 995 Asrth Collier Sled. ' Ngrce,F sand,Fl. 33937 2 O O I ti sha tramorlaliNmmeltee 1 OR BOOK PIKE. • -Walter G. Doty 1 -. "'"" 945 Central Avenue Recetaed e)ritr{lO9otlaaatory Stamp Tu Maples, F1 33910-6194 I ar t.ed$ ttau'V Sttsyrott N tenaal Pr+l>ttt7 Tai sasuq Amnia n Parod YoNnearean OW a rilme C. ,IROtt. UK Pi LT MAT .. an.wld S. R .t.arj-JL to 1.2 RI I e final OW a cram ism AS W M a". •.rte;• l - quaff kitEd-tirc lfaat tats 12th • of April . A.1 .0 57. Iletween La+rrsacs B. Reurehr of the.Come If .intheZbltor Ohio .party 4f6Mfirst pat,oat Nauman Moran, Inc. 9f ght Cesilef of Collier .en the Rate 4f Florida 1aioNpeat eke semi.A5 Q a eta The Barge at Ooodlald Bridge, 3900 State ad. 92, 9oodland,FL 3593/ es I part Y qr W woad pate 391tm geetti. not the add pant oi tit fast par;tr sad in weJ sV in of sir we( r~ W• . Ten sad 00/100---------------= {80.00) — ---.-__---------Cobrs at - to him te hoed paid ay the mid party ordls aMSatd part.tie resort to mobs salsoldnita. a-->. Max graattaC ba7lailsad sad said i0 the said pals/ of f)e'wend pee;t is pries ad anklet prom Ae O"` B AbU . - aa8tp6saibadhsetdaftwett out lei*hideaway Or Collier ,.$ahaf Florida . fo•lo11 at As dascribed on the attached Exhibit "A' C] The property described In Fxhlbit "A', is .-. ~s commercial property. !'8 CO fir • Iuelsddol all riparian and avlmrrsad land disbts of at5ich Ctaotat Ls solved. tit - a i o - e.. And the raid pert y of the first part ides teethe Jtdli=MOLL the titia tO add lout and will ds¢sd ea -•� At salts apriaat G1e tailed/okilu teali prams arlostsonc.. • . 3u ritr est rffirereirf,'tire Kamer etFe ffrat psrt As 1 .hereaatte RV his hoed • • and sea• t/ the day and veer first abyss urines • idFiia � saos 4l 61 -----li/-- ‘1M1 . A 1�yr� -.II•. !. .. ..... -- 12,:m ce 9. tide'- , ✓ 1•au� 117 Luria Lane. Sasdesty. 01 44070 _. -c..-.7. •`_- Pre.. ✓,,i.- 3IJ rNUOSBAI •Mw....ar.—�...s........r da....�......., ® . 1y:edxa. . -- w..ztr.. •o•-.,..-■-•• Ycoz04 r.Y.11 trila.llW e..,..aw swritor Ohia _J !knee usert hea.Urr.dgtad..aerealariy.•••••• COTrNTTY0P G kV rn ---___) t.,4.1d,h..tM.r 4 bk..d+wleder.e.akssaai•sr.R!a.d __ t n.erYnr" n eon nh - . Faswi.ba•Ube 1bm pen. •Hnae4la adHN needed Ow erretakIt ninon tat. .Sak...k'1a..nelsl r.IW_ht.._ • ✓aced Uewvle.that retet.gwwM+nanft^+.-_dlieHR.u.deb.rmew..ad somm_f_at∎k irl'•r'r l:crra• par war11y.171 ale •:.% r+A---_---- .lode WharF`awen•paaw.• r--'-----sanair'm'i'0..6w "__--,Wixom,ima..d diktat aed4 Ow Mtf•dOlwt.n.R.au tau • . e,r20 1,• Wtr —_ Arid .an».93. — t`/�ruy1�•,— trfjLit� • WI C0MMICiii DPIND APRLaa nit — - -.'T_a •U"TT% -_.,4144ilik.'.. ,1/4 •adr.., ..- POOR QUALITY ORIGINAL 11 _ - -- • 62 EXHIBIT C -- — — __.__-- PAGE 9 OF 14 • • • .. .,:..„sr ._ ^4!•26 3.4t •'p'-. ti� • y v. .,.,yw-...+.'e•.,�y....; �. .�„. .;,,iy,•t ��e Tr.�ax—rte a _ ►awt�i`earnn- to- Pat;. -s• !§.ir . ,>� .. , __. ,.•..:. ZXYIB.T It An undivided one half U./7) interest in and to the following described propattyl y o Aft •Thee Use 300.00 toot et that'C-,NMECO=KM Ytif Mettel(01, aaatrdist to lets eo or plat as neonatal a fiat 1op1 I. 7r Pater UM fans III laa1uai• ,of t a 04,11a moors.br Alien - Cwatp, elartta. Cantata's0 0.22 Yteet,were Sr tots. • and An undivided one half (1/21 interest in and to the following described property. • 'areal in Moreton 12.tmesettp Sr Montt.Manes 20 Scat, c:=1 ..pigs lay Mwtrtad,part of awl.•••••7••or root 1 G • .world a as MI&32 at pate 215,11171St parity' Palle 30eosea •I.sat wa pntt.a of long 1 69 co neat Ms.02 In Canine 11.20W�aW11 33�OwU.laws 31 o co• Lr Wt.balm a park of tire'lames eeN/led Is O0etataal f--s with that omega boot roto(M4 a 0.n.tank U at tats j pp ---•■ or tee MI puma 1.adissi st en(..ai�.��R:old lee Rag tea sascrarr l(Meant slth a team cap noting w (s-� toartarsastlw rmtar on Us west itna et raid atsela. 11.eta Ir.21•131•03•M.alasi sat;mart 14n ex awwas tats ts•••••••monomers wilt•rorga lap a on atatloely •10e•-af-wp Use Of Stall lima Pp. 27i tte0w gating oo 04 tar mina 0of 11.07 tut tp•point On Oa aatnariias of acid roads Oar=son M. fl91.0O•1.clam.14 waterer (21:0 Use for MAI feat to•brass rap In the paoeaae V N sold coma:Maas thanes castiwa as the was gnu 11(3.74 fart ea-twine 35.26 fast east.r ebe sort ad of•Wisp auto,*14200 Pets on tefd Stans sonde Mews wars M.renew 2.tae 100[alt tS a pale%on tee sartheel•rIg t-ca-wr - Stan or sell Stan meet ISO. 521 those*r.a a.tr41'rie a, along WA ci ko-ot-q U.s for to fees to Ye mist tt .tesiwap. ra sold paint of baplentnr2anti*10 s.• 17-41.m.a. said idttt-newly Un.for 310.12 anti 1 Mt t R,Mir 0•t1'It. lee 1.0 fon car a(alerts - asaorot vita•mass coy toms on et*..at.21 icon.1 saki parcel Omtayd by O..0 r.eocd.J is 0.5.11.0 u se rats 112,t3Sno.tontine.50 see aro corns(Sr 111.25 rest ea mother elks eamaant Coati Ones antim _ to ebn etas teem for 13.02 Sant, dome(vs It.57.41•55.0. paeallal alts said rtQbt-ef•vay 11.1 of JI.ta read 20.01 (.1332.3.2 Grate t1Sa60 sea 4.0!•,0.23.1.far 141 fait • r wen do psis%at bepinateg on said Mar tart slfht-sAuq • Jaw,awaal.ta,1.63 acre.. ale ratelsrSi 115a of tea htrds.ba..dv.arl0td pared ewe Is all w.ewa.1/fares elver or hen.,vet Leh at,eta loraala. Is orwelws hauled 2Wsdlanl lay. In sae)s tocittw 00 h Lasted.is an,nerib.a gavot a,.outsell.,aa,Cfata au- vall as L.ntular.11tssSet. 141 b.artl.p 1l.rpa.a%aw,root oned are fir Mr aerie.Cart sane slaw taamai211.Cysts.Marilee fan W.O.Can M c.edula Bursar erttn5elaetM"Uttar"by patent tresses. • COI 0,...todct 711 t oil, • ■ • • • • � I • • POOR QUALITY ORIGINAL 1 . • 162 EXHIBIT C PAGE 10 OF 14 U c,, . ,____ __ . .._.. _ . • . . ... . . ...„,_ _... ... .. __ .:. .:: .-...„.......,.. .. ..... ,......_ ....... .,..,•,..„.... .....,.._.,.• ., v. VM 11b. 4A1, y ... wreun:ars nu.OU P.O.014 ... 0.Peale,Attars,/ .. & 001637 moose coma. Ilia. I DR RO0i( PARE Mite inland, FL 32911 obraesneaereneveye Walter 9. lioratety e °'° 912 Central Are. Ret4fn2 irt222Spenalentery Stun fee • NOW, fl 31440-6244 erftr,e s / /less'C'ieie,gllte s vanaeastueP ees/ataaalaraaYSaetrnbeeiM Jtrfrail Prii o err r. mantel if.star gr Atria ,1 py,evsrva DM....- rry,,==MX esa,+.ba rtes se mn"` OM J''• A , Alit 3'E, biada tw 12th day t f April . .F.D. 1,93 1 TUttfliag Deborah Lynn Rotten Daley ^ 4fblkCiwtey4r Collier ,de Wawa of Florid. ,pay Of44e.grel Put asd Morton Moran. lac. a<, of 0111 Canty Of Col 11 er ,in the Blau Of Florida •ulaw poet ewe whims is - 0 tip Cfo 1be Berge at Coodland Rridge.3200 State Rd. 92, 600dland, FL 39931 mi db petty of fit arvadpart, '� tarn'did Vat the said pant Y Of the.�iret WL AT and {M ccaddnattat 4f IAa nne Of W 001100-----($143.190) »...—�____ Cr +. to her in rued acid by Me add party $191e neend pert rite receipt elereef 4 tardy ocheasiaddol, 11------- er •' dad teases(!apainr.d and Wet to the sail park aft&mead pat,its belts sad WOE/lb+r ar.tie 1 al I fbbtdeg Amite font titan%and bef+yin tin Cousfyelf Coll ter ,Baugf Florida , tooth as described on attached Exhibit'A' CA • the property described in Exhibit 'A' 1:4' F„� is congenial property. 400 `' N o tabjsct to sessents,reeervatieaa end restrictions of record and reel estate n-4 i tsars for the year 1493 and aubeatuana years. - ate Intludita ALL riparian and subasried laud rtihu of which Grantor is seized. .. o 6 P.... re 0 as ` Ma me ugallett the cIdit. aC(aria b raid laid end win dgfeet DI Mt=Biwa& Wise tali par ty glees first part be s hermits see her sand and tot Oa day end year Jima show ernes •• 518set,natal aid • In the isle 4F r. • /'4-� -^ ..fa _ RIAM Lynn Daley - .r t ` "ycp' _n1ye._ aura MOP ���, Deal es,FL 3396P • Va■••gpbitrie.ArrSAasi --� t ..ealarPp...• .. 0101 row --' mega.. 4nracalasl+-4-"--awev epi Pal eTc.xaf..+ • Auriga _•`" r VATpa7 FInr1Aa .. _..-1 lad*,CaAh Rslm dS ie,bd.,.ma.rdrwtetfwlhwl.ed =wow Collier J te of obadefuthe reinsvaive.a60mOv.erem..+b^a.+a Debora°.Ll'ieLileltY. -- ---- _---_ """"414*(149`mi--A,fffb=c11"51.4“PordatheArgOog FrlrewM.eluaeml.Jled ban smWal the„ aetatelthe.mkbi i4o ,ant.asoiei6et__dli.isM1wWnditrAwmencaperf_e...::14"J!i-�.•Ps'r1dli I .Ci/RACE _ a..IMe e.rib M.x w..ega ., � n s —"1 elne..sayemPdwlel&eel teak dertL,wo eeaptW lrl■4reJlthis • - "r'I �a+a.r :A:ss- -. - Alt tv91. — exopeeene turner r<y- a' '� TTT½. n..wt.+,.7r*,t� :: :- - rOOR QUALITY ORIGINAL ... _ EXHIBIT, C 1. 6C2 PAGE 11 OF 14 , : V ... . - ;. s-. �- •.y . �. .M1y - ..-.. 1.vnt•.a+wow. §r - _ • _ - - EXIIXB1T •n• • An }maim-Wad Dab half (1/2) Interout in and to rho following • • a described propatty. c r, lot not 300.00 fist of fans!•C•,ntloo OtaCO MIT Otetett1O1, O m U`N Ls°isKM d Paella paswr 'or Collier pmt Cl Cooly,rlx`a`alda.` . raaulsta. adz acres. note.e Lou .e and Mt Ilndividod one half (1/21 interest in and to the following described property- p..ed is wastes 11,[awed!12 Soak.!seem It not. ...plot 17 s'•t.tad,Net at loda sooner 1••mesa G tu.as•sa in a ots s lo 7r at At•nr,Ca llaa Cw.ty• toed Yasola . - •p O S lot or parrot of lad 111,4 e•AM math 016e St 5 0 PP CD 01s4 a5.VII to noeUes 17,lwwakip f2 taaY.Rat'/0 tf • fpl to iv cart,arty•pact 54.helaels et epi54 la aepsd•atls a0 -. .deb that•sfIle Owl rsardsd is D.O.tool 70 as age th NC if e potdlr sums et Canine Cltaaty:[wish filer to weal I.Mtdbai a latl0•U ve C-50, Ira[the araelt15 Seated 5lta a trap nap arilne one F. C-71 ootaar-emi• ranter so W MOM Sine N rat hatlee . 1.....a It,na a.Ol•2P97'V.airy ballast It04 tar 100.53 CO Nat to•asuata.1550.5[rith a bran sep an 115 ssatheriy --„ 004-otrM Ws al late 7300*Ps 92,Oath asntiatr on .:.. tie seas send her N.it hat to I point an the eastarll.a � tf$114 19541 tame ant O.I7•11'n•1.else.0.524 Crafts- 'y. C Il.r for/6811(art Ni best.up In the pwrr1•nt In t ., . fall e.01atlral thous MICR=a the INC 0. 15 0155 1 .14 t t: 190.to•part sr.11 fast wet if the 5501 Ms et a Medea ( r-� those Ramo ran en add State watt thanes ate a. 02•1103.11' P.for ill tote is•paLd es its..rtMsety right-ett-tsy C7=t ID*at ascot Nate Rae IN.ON three ton O.17.11.66.0. N Om,.and rims[..!-5y [SL.Si.l.e Its hit to ele pol of Lam .aagia[ae. INC eM4 N1at of aewf.'.1•t`aa1.5ItIN Ia- Ca-) V.mMN doll rideet.'af 11es the 315.11 tat, Wnsa 01*11.01'11'11 le.fee 0.31 West le•Corer[. l' • .o.t.ns alto I Wen asp flood is the Nearly Unit of . uld paced cset5pd by Dane bearded le 0.11.Cook - f2 as pact LM dean Naas.is sal a a••asa5 ter a - 111.21 fat w wader lib senw.s% bask thence centime. r she are atria for 13.32 faire UM!run ii. ST'li'6t•C. dialled eta aefd ee bt-a-any ia,at slat.Oast 00.Id for 310.17(top titan*run O. 61•U•11•C. faa 11/fast - I m do rola at tugl.oeet on raid Nate mood right-of-sey c :105.w.caloly 1.51 won. r • 11....rawly Its al de har•inalpm.4•59r1l•4 anal noses 1a de aura at nary tiler er fat.aide at this lossciaw is•twt15n able/wattage gay.to owls•1a tt n as to 1? lariats Is CM InsdM4 postal no.5[51112 ranrott•Co, , wit of terq.t•r etti5rnt. all Dtatle 9 sumlaa.ae aattentt ate to ea ratite ae% s nos flar 1atdis.t•Gist.•00110 tron a•C.COMM a Nana slum tri g ..ton a0wa N Payne truer..a- And all at tha entire parcel deeerlbed as followas . • at•petal on the sat lies.t Seaton 17 Casette Gallia 13[2,1 hata[tio eta sto'tlrett lost• taereall`Gomm C1116. UJ'tr V 391.[0 lath Le a pelmet thaws If*5°11' 4S"V 111.0 teas U•alai than V t0 311 30.V 316,34 toot to a Lou Pt that*•Jr 3t'10•V 630.21 tart co•point; therm. It 200 10' 30'V 117036 Net to•petal( terns.V 1a 60' SO'.V 161.0 taac sea paled le 154 Cntoldlaa of Pasha%pain Maack 05 Now road--One h•••14.92( tbe•sa 11 N 19' 10°It Wang tae trcarltaa if 6014 sad 100.51 fat to a petal (60 tat moo an led ia•n at•6400-stain Vase 26•101 ahelCi N 2•40• - St"t 100.0 fast tee, oint.n stn northerly'rtthc-at-wy el N rid m e to 101ac.f Is gastst Of to Latta herein daserLIad OS* lit hoist barked by a 1 tub a 0 OI 13011 etch•hew cop, 1.'K tN' them ea.tit.iSO n 14 40'10'V 16.0 fast Is•5/111000 commont t'"tt�'' .11.1.•10•*tap s5 aka than of Ceodiand 9aj thane.terin0- t.R1.�`t_dt .. Las 0 l•O. Jr V 112.0 lac r5 a pint: [Mart 1 57••19' 10"t V. .P'tl to eta.orte.ror 11541-or-sy.1 5.1d toad 140.0 tat t a•palatl etaosa 12 10 Sr 1 140.0 feat a•pint on the ptlti arnbafly rtt 'slwq.af Ural helm await SO Yasco soon 1$ Won 0 ti°11' 100 It that add northerly rltht•af-ray hamwatr aH a!t to s`ol°`°otiai1ig' nest containing.0.55 seas', POOR QUALITY ORIGINAL 1 ite: 2/20/2004 Time: 11 : 02 AM To : @ 6490158 Page: 003-005 PAGIBI2 C c2 PAGE 12 OF 14 IMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 1 of 3 2924999 OR: 2972 PG: 2967 PROJECT: Dolphin Cove&Goodland IMOD u tll1Cxu,UMW at 1111111tH=In,u FOU0: 46372080201 01/31/11118 11:4415 MN 1.I1OCC,an ONO 1111111.11 AIC in HAG •31-.11 tn1t1.N Ot/W I.N uta: WARRANTY DEED ar 11s2291 11tH OIIICi THIS WARRANTY DEED is made this \t. . day of aAtZ134.1 , 2002. by DOLPHIN COVE DEVELOPMENT OF OOODLAND, 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 Tarniemi Trad 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 assigns.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars (310.00) and other valuable consideration, receipt whereof is hereby O acknowledged, hereby grants, bargains, sells, aims,remises, releases,conveys and 7d confirms unto the Grantee.ail that certain land situate in Cotner County,Florida,to wit •• See Attached Exhiit'A'which Is incorporated herein by reference. Subject to real estate taxes for the current year and thereafter, • easements,restrictions,and reservations of record. G THIS IS NOT HOMESTEAD PROPERTY r� TOGETHER with all the tenements, hereditament* and appurtenances thereto am. 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 plans 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 prapeay. TO HAVE AND TO HOW the same In fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is tawfulty seized of said land in fee simple;that the Grantor has good right and lawful authority to seen and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is tree of aid 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 OF GOODLAND,INC.,a Florida Witness: (Signature) corporation Name: X t' r•_ r - j J BY: G C / Nicole Oink,President r e: •' ( i :•��C/ MarcoIssland Florida 34146 'rim r Type) run corvs,M 1 acca►1110 a7$ 7$111 map Of count oaaasszaa11as. crya�t tyo�tTTapuprn ►ioa:os, ' POOR QUALITY ORIGINAL anT11ac4aSe if11n Ito, taA Lte: 2/20/2004 Time: 11 : 02 AM To : 8 6490158 Page: 004-005 EXHIBIT C PAGE 13 OF 14 1 6 C2 --ZMAGE01 : FL-04-3674-2 02/20/2004 11:00:11am Page 2 of 3 OR: 2972 PG: 2968 STATE OF COUNTY OF The foregoing Warranty Deed was acknowledged before me this ti day of 2002, by NICOLE GINIC, President, on behalf oLCOlpkin Development of Goodtand,Inc.,a Florida corporation,w�o-•s raanafy known to me• who has produced as Identiflcal� _ ---- (affix notarial seal) (S• re of Notary Public) . „ Leo (Print name of Notary Public) meee w.ar.sa NOTARY PUBLIC '� ••••°•••••,�`� Serial/Commission*:if any My Commission Expires: F APPI as to too I Tetai svffictenc, CA, CYO LJL 1 . -- Aselstaat Coati hLii y 00 e-� CO N I POOR QUALITY ORIGINAL Ite : 2/20/2004 Time: 11 : 02 AM To : 0 6490158 Page: 005-005 EXHIBIT C PAGE 14 OF 14 IMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 3 of 3 1 1 1:2 i *** OR: 2972 PG: 2969 "' EXXI IB1T"A" A parcel of land being a portion of Tract 1,as shown on but not a pan of the P1st 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 st the southeasterly corner of Lot 33,Block F of said Goodland Isles Second Addition;thence S 15'11'20"E 390.48 feet;thence S 72°15' A 19" E 128.00 feet thence S 13' 50' 44" 5 180.00 feet to the southerly 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° p 23' 18"B 28.60 feet;thence N 43'10'00"B 250.00 feet;thence N 12'20' _M_ 20" E 381.83 feet; thence 87.47 feet along the arc of a circular curve concave to the southwest, raditli 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 1....4 along the arc of a circular curve concave to the southeast,radius of 1365.08 OP-' feet,chord bearing S 88.41' 47"W 162.31 feet;thence S 85. 17' l7"W 201.52 feet;thence N 18'12'43"W 87.42 feet to the southerly right-of-way G_ 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 18'12'43"E 96.75 feet to the southeast corner of said Lot 33,Block F and N the Place of beginning. rn Parcel corttalns 5.22 acres,more or less. Bearings are bated on those shown in Plat Book 8, Page 19 of the Public Records of Collier County,Florida POOR QUALITY ORIGINALI