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Backup Documents 02/24/2009 Item #17BCOLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: XXX Normal legal Advertisement (Display Adv., location, etc.) ❑ Other: • '000t Originating Dept/ Div: Comm.Dev.ServJComprehensive Planning Person: Marcia R. Kendall Date 216+2009 Petition No. (If none, give brief description): CPSP- 2007 -6 Amendment of GMP to Potable Water Sub - Element, of the Public Facilities Element of the Growth Management Plan. Petitioner: (Name & Address): N/A Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) MA Hearing before XXX BCC BZA Other Requested Hearing Date: February 24.2009 Based on advertisement appearing 10 -5 days before hearing. Newspaper(s) to be used: (Complete only if important): XXX Naples Daily News Other Proposed Text: (Include legal description & common location & Sire: See Attached Companion petition(s), if any & proposed hearing date: N/A ❑ Legally Required Does Petition Fee include advertising cost? x Yes ❑ No If Yes, what account should be charged for advertising costs: 111- 138317- 649100 -00000 Revi MY114 Approved by: Depa4rient Director Date County Manager Date List Attachments: Advertisement Request and Map DISTRIBUTION INSTRUCTIONS A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request for same, Is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: ❑ County Manager agenda Ile: to ❑ Requesting Division ❑ Original Clerk's Office B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. *# 3#******## 4* 4***} N} N* f}}}}}#} N*#***}***#*** 4# N#####************}* fNNN**#*# * * *Y* * * * * * **N * * # # *#*Yk *fN ## # * #* FOR CLERK'S OFFICE US O Y Date Received: ,. Date of Public hearing: C'4 - Date Advertised: atiglDr kendall m 178 44 To: ( minutesandrecords @clerk.collier.fl.us) Cc: valera_c; weeks_d; CohenRandall Subject: Advertisement Request for CPSP - 2007 -6 10-Yr Water Facilities Supply Plan - BCC Hearing Attachments: Adoption CPSP- 2007 -6 Water Facilitiy Supply Plan BCC - Final.doc; Advertisement Request Route Sheet - Signed by Director.pdf Please process the attached and acknowledge receipt at your earliest convenience. Thank you. Please note this is a LINE ITEM advertisement A] Adoption Advertisement SP- 2007 -6 Water F+Request Route Sh... orcliallq, Mania Marcia R. Kendall, Senior Planner Comprehensive Planning Department Phone 239 - 252 -2387 Fax: 239 -252 -2946 Email: marciakendall(aicolliergov.net 'To Exceed Customer Expectations" ATTENTION: Be advised that under Florida's Government -in- the - Sunshine law, information contained within this email becomes public record, unless protected by specific exemption. The low provides a right of access to governmental proceedings and documents at both the state and local levels. There is also a constitutionally guaranteed right of access. For more Information on this law, visit: Fldaijaq Sur shin, Law 17B I February 24, 2009 Board of County Commissioners Public Hearing Advertising Requirements Please publish the following Advertisement and Map on Friday. February 13, 2009 and Wednesday: February -18, 2009, and furnish proof of publication to the attention of Marcia Kendall in the Comprehensive Planning Department, 2800 North Horseshoe Drive, Suite 400, Naples, Florida 34104. 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: COMPREHENSIVE PLANNING FUND & COST CENTER: 111 - 138317- 649100 -00000 PURCHASE ORDER NUMBER: 4500100973 ACCOUNT NUMBER 068778 Advertisement Request for CPSP- 2007 -6 10 -Yr Water Facilities Supply Plan - BCC Hear... Page 1 of 1 170 Ann P. Jennejohn From: kendall_m [MarciaKendall @colliergov.net] Sent: Thursday, February 05, 2009 7:38 AM To: Minutes and Records Cc: Valera, Carolina; Weeks, David; Cohen, Randall; Brock, Mary Subject: Advertisement Request for CPSP- 2007 -6 10 -Yr Water Facilities Supply Plan - BCC Hearing Attachments: Adoption CPSP - 2007 -6 Water Facility Supply Plan BCC - Final.doc; Advertisement Request Route Sheet - Signed by Director.pdf; Advertisement Request for CPSP- 2008 -6 Capital Improvement Element Please process the attached and acknowledge receipt at your earliest convenience. Thank you. Please note this is a LINE ITEM advertisement and hard copy is being sent via Interoffice mail with copy to County Manager's office. <<Adoption CPSP- 2007 -6 Water Facilitiy Supply Plan BCC - Final.doc>> <<Advertisement Request Route Sheet - Signed by Director.pdf>> [Mary Jo: I also sent below attachment and forgot to cc: you. Please watch for two (2) interoffice mail envelopes, as attached to this email.] <<Advertisement Request for CPSP- 2008 -6 Capital Improvement Element» Cordially, Marcia Marcia R. Kendall, Senior Planner Comprehensive Planning Department Phone 239-252-2387 Fax: 239 - 252 -2946 Email: marciakendallc@icolliergov..net "To Exceed Customer Expectations" ATTENTION: Be advised that under Florida's Government -in- the - Sunshine law, information contained within this email becomes public record, unless protected by specific exemption. The law provides a right of access to governmental proceedings and documents at both the stale and local levels. There is also a constitutionally guaranteed right ofaceess. For more information on this law, visit. Florida's Sunshine Law 2/5/2009 I7B % NOTICE OF INTENT TO CONSIDER ORDINANCE Notice is hereby given that on Tuesday, February 24, 2009 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 E. Tamiami Trail, Naples, Florida the Board of County Commissioners will hold a public hearing to consider the adoption of the following County Ordinance for an Amendment to the Collier County Growth Management Plan. The meeting will commence at 9:00 A.M. The purpose of the hearing is to consider recommendation on the adoption of an amendment to the Potable Water Sub - Element of the Public Facilities Element of the Growth Management Plan. The ORDINANCE title is as follows: ORDINANCE NO. 09- AN ORDINANCE AMENDING ORDINANCE NO. 89 -05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER SUB- ELEMENT OF THE PUBLIC FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. ➢ CPSP- 2007 -6, A petition requesting an amendment to the Potable Water Sub - Element of the Public Facilities Element, to amend Policy 1.7 to add a reference to and incorporate the County's "Ten -year Water Supply Facilities Work Plan." [Coordinator: Carolina Valera, Principal Planner] All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment is available for inspection at the Collier County Clerk's Office, 4'h floor, Administration Building, Collier County Government Center, East Naples, Florida; and at Comprehensive Planning Department, 2800 N. Horseshoe Drive, Naples, Florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Any questions pertaining to the document should be directed to the Comprehensive Planning Department. Written comments filed with the Clerk to the Board's Office prior to Tuesday, February 24, 2009 will be read and considered at the public hearing. If a person decides to appeal any decision made by the Board of County Commissioners 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. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Patricia Morgan Deputy Clerk (SEAL) 2 COLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: XXX Normal legal Advertisement (Display Adv., location, etc.) ❑ Other: j ��nrp Originating Dept/ Div: Comm.Dev.Serv. /Comprehensive Planning Person: Marcia R. Kendall Date 2/6/2009 Petition No. (If none, give brief description): CPSP- 2007 -6 Amendment of GMP to Potable Water Sub - Element, of the Public Facilities Element of the Growth Management Plan. Petitioner: (Name & Address): N/A Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) N/A Hearing before XXX BCC BZA Other Requested Hearing Date: February 24 2009 Based on advertisement appearing 10 -5 days before hearing. Newspaper(s) to be used: (Complete only if important): XXX Naples Daily News Other Proposed Text: (Include legal description & common location & Size: See Attached ❑ Legally Required Companion petition(s), if any & proposed hearing date: N/A Does Petition Fee include advertising cost? x Yes ❑ No If Yes, what account should be charged for advertising costs: 111- 138317- 649100 -00000 Review ky: Approved by: 1- l r-orf Dep ent Duector Date List Attachments: Advertisement Request and Map County Manager Date A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: ❑ County Manager agenda file: to ❑ Requesting Division ❑ Original Clerk's Office B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. FOR CLERK'S OFFICE USE N Y: Date Received: Date of Public hearing: Date Advertised: _ l .m li a al it 10 �= 178 February 24, 2009 Board of County Commissioners Public Hearing Advertising Requirements Please publish the following Advertisement and Map on Friday. February 13, 2009 and Wednesday, February 18. 2009, and furnish proof of publication to the attention of Marcia Kendall in the Comprehensive Planning Department, 2800 North Horseshoe Drive, Suite 400, Naples, Florida 34104. 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: COMPREHENSIVE PLANNING FUND & COST CENTER: 111 - 138317 - 649100 -00000 PURCHASE ORDER NUMBER: 4500100973 ACCOUNT NUMBER 068778 17B NOTICE OF INTENT TO CONSIDER ORDINANCE Notice is hereby given that on February 24, 2009 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 E. Tamiami Trail, Naples, Florida the Board of County Commissioners will hold a public hearing to consider the adoption of the following County Ordinance for an Amendment to the Collier County Growth Management Plan. The meeting will commence at 9:00 A.M. The purpose of the hearing is to consider recommendation on the adoption of an amendment to the Potable Water Sub - Element of the Public Facilities Element of the Growth Management Plan. The ORDINANCE title is as follows: ORDINANCE NO. 09- AN ORDINANCE AMENDING ORDINANCE NO. 89 -05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER SUB - ELEMENT OF THE PUBLIC FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. )o CPSP- 2007 -6, A petition requesting an amendment to the Potable Water Sub - Element of the Public Facilities Element, to amend Policy 1.7 to add a reference to and incorporate the County's "Ten -year Water Supply Facilities Work Plan." [Coordinator: Carolina Valera, Principal Planner] All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment is available for inspection at the Collier County Clerk's Office, 4"' floor, Administration Building, Collier County Government Center, East Naples, Florida; and at Comprehensive Planning Department, 2800 N. Horseshoe Drive, Naples, Florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Any questions pertaining to the document should be directed to the Comprehensive Planning Department. Written comments filed with the Clerk to the Board's Office prior to February 24, 2009 will be read and considered at the public hearing. If a person decides to appeal any decision made by the Board of County Commissioners 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. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Patricia Morgan Deputy Clerk (SEAL) 178 t -�J ORDINANCE NO. 09- AN ORDINANCE AMENDING ORDINANCE NO. 89 -05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER SUB - ELEMENT OF THE PUBLIC FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN -YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Collier County, pursuant to Section 163.3161, et. seg., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Local Government Comprehensive Planning and Land Development Regulation Act of 1985 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans pursuant to Sections 163.3184 and 163.3187, Florida Statutes; and WHEREAS, staff initiated an amendment to the Potable Water Sub - Element of the Public Facilities Element to add a reference to and incorporate the County's Ten -Year Water Supply Facilities Work Plan; and WHEREAS, Collier County did submit this Growth Management Plan amendment to the Department of Community Affairs for preliminary review on September 28, 2007; and WHEREAS, the Department of Community Affairs did review the amendment to the Potable Water Sub - Element of the Public Facilities Element, to the Growth Management Plan and transmitted its findings in writing to Collier County within the time provided by law; and WHEREAS, Collier County has 60 days from receipt of the Objections, Recommendations, and Comments Report from the Department of Community Affairs to adopt, adopt with changes or not adopt the proposed amendment to the Growth Management Plan; and WHEREAS, additional time was needed to allow Collier County to adopt a financially feasible Capital Improvement Element, to adopt updates to the Collier County Water and Wastewater Master Plans, which were used to assist in preparing the Ten -Year Water Supply Words underlined are added; words stru& thmugh are deletions t 17B Facilities Plan, and to obtain data from private utilities providers in response to the Florida Department of Community Affairs' Objections, Recommendations and Comments Report; and, WHEREAS, the Board of County Commissioners of Collier County did take action in the manner prescribed by law and did hold a public hearing concerning the adoption of this amendment to the Potable Water Sub - Element of the Public Facilities Element, to the Growth Management Plan on February 24, 2009; and WHEREAS, Collier County has gathered and considered additional information, data and analysis supporting adoption of this amendment, including the following: the Collier County Staff Report; the documents entitled Collier County Growth Management Plan amendment, and other document, testimony and information presented and made a part of the record at the meetings of the Collier County Planning Commission held on January 16, 2009, and the Collier County Board of County Commissioners held on February 24, 2009; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: ADOPTION OF AMENDMENT TO THE GROWTH MANAGEMENT PLAN The Board of County Commissioners hereby adopts this amendment to the Potable Water Sub - Element of the Public Facilities Element of the Growth Management Plan to add a reference to and incorporate the County's Ten -Year Water Supply Facilities Work Plan, in accordance with Section 163.3184, Florida Statutes. The text of the amendment is attached hereto as Exhibit "A" and is incorporated by reference herein. SECTION TWO: SEVERABILITY. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. The effective date of this amendment shall be the date a final order is issued by the Department of Community Affairs or Administration Commission finding the amendment in compliance in accordance with Section 163.3184, Florida Statutes, whichever occurs earlier. No development orders, development permits, or land uses dependent on this amendment may Words underlined are added; words StFHGk are deletions 2 17B be issued or commence before it has become effective. If a final order of noncompliance is issued by the Administration Commission, this amendment may nevertheless be made effective by adoption of a Resolution affirming its effective status, a copy of which Resolution shall be sent to the Department of Community Affairs, Bureau of Local Planning, 2555 Shumard Oaks Blvd., V Floor, Tallahassee, Florida 32399 -2100. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this day of , 2009. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, Clerk COLLIER COUNTY, FLORIDA BY: , CHAIRMAN Approved as to form and legal suffiency: C to Heidi As iton-Cicko Assistant County Attorney, Land Use Section Chief CPS P-2007-6 Public Utilities 10 Year Water Supply Plan Words underlined are added; words strtlsk-t#reugh are deletions 3 Potable Water Sub - Element: Exhibit A 17B B CPSP- 2007 -6 [page 3] OBJECTIVE 1: The County shall 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 annually), the Collier County Water -Sewer Master Plan, and the Lower West Coast Water Supply Plan prepared by the South Florida Water Management District. Policy 1.7: The County shall ref��__ has developed the Ten -Year Water Supply Facilities Work Plan dated August 2008, 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 in-develepiftg atiyfi..are _,.,...: -ed Water Supply c t � r Work n, -. The County's Ten -Year Water Supply rr Facilities Work Plan is hereby incorporated herein by reference Words skaskthFough are deleted language; words underlined are proposed language 176 ACCOUNT #068778 February 9, 2009 Attn: Legals Naples Daily News 1075 Central Avenue Naples, Florida 34102 Re: CPSP- 2007 -6: Amending the Potable Water Sub - Element of the Public Facilities Element of the Growth Management Plan Dear Legals: Please advertise the above referenced notice on Friday, February 13, 2009 and also again on the following Wednesday, February 18, 2009. Please send the Affidavit of Publication, in triplicate, together with charges involved to this office. Thank you. Sincerely, Ann Jennejohn, Deputy Clerk P.O. #4500100973 176 11 February 24, 2009 Board of County Commissioners Public Hearing Advertising Requirements Please publish the following Advertisement and Map 2009 wind:Wednsdatr:.Febuat- 18:,09 and furnish proof of publication to the attention of Marcia Kendall in the Comprehensive Planning Department, 2800 North Horseshoe Drive, Suite 400, Naples, Florida 34104. 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: COMPREHENSIVE PLANNING FUND & COST CENTER: 111 - 138317 - 649100 -00000 PURCHASE ORDER NUMBER: 4500100973 ACCOUNT NUMBER 068778 17B NOTICE OF INTENT TO CONSIDER ORDINANCE Notice is hereby given that on Tuesday, February 24, 2009 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 E. Tamiami Trail, Naples, Florida the Board of County Commissioners will hold a public hearing to consider the adoption of the following County Ordinance for an Amendment to the Collier County Growth Management Plan. The meeting will commence at 9:00 A.M. The purpose of the hearing is to consider recommendation on the adoption of an amendment to the Potable Water Sub - Element of the Public Facilities Element of the Growth Management Plan. The ORDINANCE title is as follows: ORDINANCE NO. 09- AN ORDINANCE AMENDING ORDINANCE NO. 89 -05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER SUB - ELEMENT OF THE PUBLIC FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. ^r CPSP- 2007 -6, A petition requesting an amendment to the Potable Water Sub - Element of the Public Facilities Element to amend Policy 1.7 to add a reference to and incorporate the County's "Ten -year Water Supply Facilities Work Plan." [Coordinator: Carolina Valera, Principal Planner] All interested parties are invited to appear and be heard. Copies of the proposed Growth Management Plan Amendment is available for inspection at the Collier County Clerk's Office, 4`h floor, Administration Building, Collier County Government Center, East Naples, Florida; and at Comprehensive Planning Department, 2800 N. Horseshoe Drive, Naples, Florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Any questions pertaining to the document should be directed to the Comprehensive Planning Department. Written comments filed with the Clerk to the Board's Office prior to Tuesday, February 24, 2009 will be read and considered at the public hearing. If a person decides to appeal any decision made by the Board of County Commissioners 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. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Patricia Morgan Deputy Clerk (SEAL) 2 ?e 11 Ann P. Jennejohn To: 'legals @naplesnews.com' Subject: CPSP - 2007 -6: Amending the Public Facilities Element/Potable Water Sub - Element of the GMP Attachments: CPSP- 2007- 6.doc; CPSP- 2007 -6 (2- 24- 09).doc Good Afternoon, Please advertise the attached on Friday, February 13, 2009 and then AGAIN on Wednesday, February 18, 2009. Thank you, CPSP- 2007 -6.doc CPSP- 2007 -6 (30 KB) 2- 24- 09).doc (64 ... Ann Jennejohn Clerk to the Board Minutes & Records Department 239-252-8406 (Fax: 239-252-8408) ann.jennejohn@collierclerk.com i 17B Ann P. Jennejohn From: postmaster @collierclerk.com Sent: Tuesday, February 10, 2009 7:27 AM To: Ann P. Jennejohn Subject: Delivery Status Notification (Relay) Attachments: ATT00407.txt; CPSP - 2007 -6: Amending the Public Facilities Element/Potable Water Sub - Element of the GMP A-TT00407.txt (231 CPSP - 2007 -6: B) \mending the Publ.. This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. legals@naplesnews.com CPSP- 2007 -6: Amending the Public Facilities Element/Potable Water Sub - Element of the... Page 1 of 1 179 3 Ann P. Jennejohn From: Pagan, Emely [EPagan @Naplesnews.com] Sent: Tuesday, February 10, 2009 10:38 AM To: Ann P. Jennejohn Subject: RE: CPSP- 2007 -6: Amending the Public Facilities Element/Potable Water Sub - Element of the GMP ok From: Ann P. Jennejohn [ mailto: Ann.Jennejohn @collierclerk.com] Posted At: Tuesday, February 10, 2009 7:27 AM Posted To: Legals - NDN Conversation: CPSP- 2007 -6: Amending the Public Facilities Element /Potable Water Sub - Element of the GMP Subject: CPSP - 2007 -6: Amending the Public Facilities Element /Potable Water Sub - Element of the GMP Good Afternoon, Please advertise the attached on Friday, February 13, 2009 and then _A_GAIN on Wednesday, February 18, 2009. Thank you, «CPSP- 2007- 6.doc>> «CPSP- 2007 -6 (2- 24- 09).doc>> Ann Jennejohn Clerk to the Board Minutes & Records Department 239-252-8406 (Fax: 239-252-8408) ann.jennejohn @collierclerk.com Under Florida Law, e-mail addresses are public records. Ifyou do not want your e -mail address released in response to a public records request, do not send elect onic mail to this entity. Insteadd, contact this office by telephone or in writing. 2/10/2009 V a Ann P. Jennejohn From: Pagan, Emely [EPagan @Naplesnews.com] Sent: Tuesday, February 10, 2009 3:28 PM To: Ann P. Jennejohn Subject: Ad Confirmation Attachments: UAS720.jpg 7 UAS720.jpg (78 KB) CPSP- 2007 -6 1 OF 2 Thank you for placing your ad Date 02/10/09 Publication NDN Account Number 744100 Ad Number 1777548 Total Ad Cost $669.86 CPSP- 2007 -6 NOTICE OF INTENT TO CONSIDER ORDINANCE' p Notice is hereby given that on Tuesday February 24, D 2009 in the Boardroom, 3rd Floor, 4ministration Bullding, Collier County Government Center, 3301 E. Tamiami Trail, Naples, Florida the Board of County Commissioners will hold a public hearing to consid- er the adoption of the followin County Ordinance for an Amendment to the Collier County Growth Management Plan. The meeting will commence at 9:00 A.M. The purpose of the hearing is to consider recom- mendation on the adoption of an amendment to the Potable Water Sub - Element of the Public Facili- ties Element of the Growth Management Plan. The ORDINANCE title is as follows: ORDINANCE NO. 09- AN ORDINANCE AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MAN - AGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER SUB -ELE- MENTOF THE PUBLIC FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFEC- TIVE DATE. OCPSP-2007 -6 A petition requesting an amendment tri the Pntnhke Water Sub- Elentent of the Public Fa- chities Element, to amend Policy 1.7 to add a refer- ence to and incorporate the County's "Tin -year Water Supply Facilities Work Plan." [Coordinator: Carolina Valera, Principal Planner] All interested parties are invited to appear and be heard. Copies of the proposed Growth Manage- ment Plan Amendment is available for inspection at the Collier County Clerk's Office, ath floor, Ad- ministration Building Collier County Government Center, East Naples, Florida,- and at Comprehensnre Planning Department, 2800 N. Horseshoe Drive, Naples, Florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Any questions pertaining to the document should be directed to the Comprehensive Planning Department. Written comments filed with the Clerk to the Board's Office prior to Tuesday, February 24, 2009 will be read and considered atthe public hearing. If a person decides to appeal any decision made by the Board of County Commissioners 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 verba- tim record of the proceedings is made, which re- cord includes the testimony and evidence upon which the appeal is to be based. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK. CLERK By: /s /Patricia Morgan Deputy Clerk (SEAL) Fohmiry 11 1R No. 17 Naples Daily News Naples, FL 34102 Affidavit of Publication Naples Daily News --------------------------- ------- - - - + -- BCC /COMPREHENSIVE PLANNING DEV S CLUTE /FINANCE DEPT POB 413044 CLERK OF THE CIRCUIT COURT NAPLES FL 34101 REFERENCE: 068778 4500100973 59560064 CPSP- 2007- 6NOTICE OF State of Florida County of Collier Before the undersigned authority, personally appeared Susan Rogge, who on oath says that she serves as the Vice President of Finance of the Naples Daily News, a daily newspaper published at Naples, in Collier County, Florida: that the attached copy of advertising was published in said newspaper on dates listed. Affiant further says that the said Naples Daily News is a newspaper published at Naples, in said Collier County, Florida, and that the said newspaper has heretofore been continuously published in said Collier County, Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. PUBLISHED ON: 02/13 02/13 02/18 02/18 AD SPACE: 134.000 INCH FILED ON: 02/18/09 Signature of Affiant - - - -- - -- 1/la�v� Z-� 170 v and be BOARD OF COWM COMMISSIONERS MOW L BROCK, CLERK q� cougtr F<pp�� Ar Ck k EAn F liN li l(SR. Nn. 1MMS Sworn to and Subscribed before me this day of aY<_n_1p 20L--)�A Personally known by me Commission DD 650475 Expires June 29, 2011 _CI'tl °1 T J'r9y FE'n N.Niap ^¢ BOO yBb901L ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. Original documents should be hand delivered td the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with th exception of the Chairman's signature_ draw a line through muting lines #1 thmngh #4 rmm�trtn the h�41;�t .. A f ,,,.� A r„ c„o c:r..,.., fl.*- , .uc% Route to Addressee(s) List in roudAg order ___ ____ _ ----------- Office Initials Date 1. Sue Filson, Executive Manager Board of County Commissioners Agenda Item Number rt6 2. Minutes and Records Clerk of Court's Office ink 3. 1 u�` C`DFS r W Number of Original 1 ail /oq 4. Adoption Amendment (Ordinance & Documents Attached 5. Exhibit A backup) 204q - L+ 6. contracts, agreements, etc. that have been fully executed by all parties except the BCC PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact Carolina Valera, Principal Planner Phone Number 252 -8498 Agenda Date Item was February 24, 2009 Agenda Item Number rt6 Approved by the BCC Original document has been signed/initialed for legal sufficiency. (All documents to be ink Type of Document CPSP- 2007 -6 Growth Management Plan Number of Original 1 Original Attached Adoption Amendment (Ordinance & Documents Attached Exhibit A backup) 204q - L+ INSTRUCTIONS & CHECKLIST I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip W WS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not a ro riate. Initial Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be ink signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the ink document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's ink signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip mk should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware f your deadlines! The document was approved by the BCC on 0 ` (enter date) and all 6. ink changes made during the meeting have been ins rp ated in the attached document. The County Attorney's Office has reviewed the changes, if applicable I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip W WS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 178�160 ORDINANCE NO. 09 -_OA_ AN ORDINANCE AMENDING ORDINANCE NO. 89 -05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY PROVIDING FOR AN AMENDMENT TO THE POTABLE WATER- +SUB-ELEMENT OF THE PUBLIC- FACILITIES ELEMENT OF THE GROWTH MANAGEMENT PLAN TO ADD A REFERENCE TO AND INCORPORATE THE COUNTY'S TEN -YEAR WATER SUPPLY FACILITIES WORK PLAN, PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Collier County, pursuant to Section 163.3161, et. sea., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Local Government Comprehensive Planning and Land Development Regulation Act of 1985 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans pursuant to Sections 163.3184 and 163.3187, Florida Statutes; and WHEREAS, staff initiated an amendment to the Potable Water Sub - Element of the Public Facilities Element to add a reference to and incorporate the County's Ten -Year Water Supply Facilities Work Plan; and WHEREAS, Collier County did submit this Growth Management Plan amendment to the Department of Community Affairs for preliminary review on September 28, 2007; and WHEREAS, the Department of Community Affairs did review the amendment to the Potable Water Sub - Element of the Public Facilities Element, to the Growth Management Plan and transmitted its findings in writing to Collier County within the time provided by law; and WHEREAS, Collier County has 60 days from receipt of the Objections, Recommendations, and Comments Report from the Department of Community Affairs to adopt, adopt with changes or not adopt the proposed amendment to the Growth Management Plan; and WHEREAS, additional time was needed to allow Collier County to adopt a financially feasible Capital Improvement Element, to adopt updates to the Collier County Water and Wastewater Master Plans, which were used to assist in preparing the Ten -Year Water Supply Facilities Plan, and to obtain data from private utilities providers in response to the Florida Department of Community Affairs' Objections, Recommendations and Comments Report; and, Pagel of 3 WHEREAS, the Board of County Commissioners of Collier County did take action in the manner prescribed by law and did hold a public hearing concerning the adoption of this amendment to the Potable Water Sub - Element of the Public Facilities Element, to the Growth Management Plan on February 24, 2009; and WHEREAS, Collier County has gathered and considered additional information, data and analysis supporting adoption of this amendment, including the following: the Collier County Staff Report; the documents entitled Collier County Growth Management Plan amendment, and other document, testimony and information presented and made a part of the record at the meetings of the Collier County Planning Commission held on January 16, 2009, and January 20,2009, and the Collier County Board of County Commissioners held on February 24, 2009; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: ADOPTION OF AMENDMENT TO THE GROWTH MANAGEMENT PLAN The Board of County Commissioners hereby adopts this amendment to the Potable Water Sub- Element of the Public Facilities Element of the Growth Management Plan to add a reference to and incorporate the County's Ten -Year Water Supply Facilities Work Plan, in accordance with Section 163.3184, Florida Statutes. The text of the amendment is attached hereto as Exhibit "A" and is incorporated by reference herein. SECTION TWO: SEVERABILITY. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. The effective date of this amendment shall be the date a final order is issued by the Department of Community Affairs or Administration Commission finding the amendment in compliance in accordance with Section 163.3184, Florida Statutes, whichever occurs earlier. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If a final order of noncompliance is issued by the Administration Commission, this amendment may nevertheless be made effective by adoption of a Resolution affirming its effective status, a copy of Page 2 of 3 97,1111 which Resolution shall be sent to the Department of Community Affairs, Bureau of Local Planning, 2555' Shumard Oaks Blvd., 3rd Floor, Tallahassee, Florida 32399 -2100. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this - 01 844 day of F.Q. AV , 2009. x r _ CPSP- 2007 -6 Public Utilities 10 Year Water Supply Plan BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: e07�� DONNN FIALA, Chairman Page 3 of 3 Potable Water Sub - Element: Exhibit A a S 007 [page 3] OBJECTIVE 1: The County shall 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 annually), the Collier County Water -Sewer Master Plan, and the Lower West Coast Water Supply Plan prepared by the South Florida Water Management District. Policy 1.7: The County shall Fefere has developed the Ten -Year Water Supply Facilities Work Plan, dated August 2007, 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 On develeping aRy fUtUFe FeqUiFed WateF SUPPly FaGilities WGFk Plan. The County's Ten -Year Water Supply Facilities Work Plan is hereby incorporated by reference. Words stFuskthFeugh are deleted language; words underlined are proposed language 17B Collier County 10 -Year Water Supply Facilities Work Plan August 2008 Work Plan 11 �1 1 • t _i Executive Summary Section 1 Introduction 1.1 Plan Background .... .. ................ ......................... ..........,...... ............................1 -1 1.2 Plana Objectives. .......... ............. ... .. ....... .,..,.. ......................... ......1 -1 1.3 Report Contents.. . ........... ........ ......... ..... ....... .., .,.... ....... .. .....,..,1 -2 Section 2 Water Service Areas 2.1 Overview of Collier County.......... .......... ....... .. s .. ............................... .2 -1 2:2 Individual Utilities and Systems ......... ...,.,.., .......2 -1 2.2.1 Collier County ......... .................. .................... ......... ..........2 -1 2.2.1.1 Collier County'INater »Sewer District (CCMD) .....................2 -1 3.2.2 Immmokalee Water and Sewer District (1'WSD) ........ , ............ .... ... 3 -2 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- a 2.2.5 Immokalee Water and Sewer District (IWSD) ............... ...............2 -5 2.2.6 Florida Governmental Utility Authority (Golden Gate City) (FGUA) ..... ........................., ..., ..... ......... , ........,,2 -b 21.7 Orange Tree Utility Company (0TUC)f ...... ...................... -6 2.2.8 ..............2 Ave Maria Utility Company, LLLP (AMUC). ............ ......... ........,...2 -6 2.2.9 Independent Districts .. ............................. .......2 -6 229.1 Lee Cypress Water and Sewer Co-op, Inc.. ......,..2 -6 2.2.9.2 Port of the Islands Community improvement District .......... 2-7 21.10 Water System :Regulated by Florida Department of Environmental Protection ......................... —. ........ .....,........2 =7 Section 3 Population and Demand Projections 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 Immmokalee Water and Sewer District (1'WSD) ........ , ............ .... ... 3 -2 3.2.3 Florida Governmental Utility Authority (Golden Gate City) (FGUA) ............ ..................... .. .... ...... ...... ................................... 3-3 3,2.4 Orange Tree Utility Company (OTUC) ........................... ..... -----.3-3 .3-3 3.2.5 Ave Maria Utility Company, LLLP (AMUC) ..... ......... ............... Section 4 Existing Water Supply Facilities 4.1 Collier County Water -Sewer District (+CCW SD) .......... ....... ......... A -1 4.1.1 Water Supply Bumits .................................................... 4 -1 4.1.2 Potable Water Facilities . ...... ......................... ..............,..,4 -3 i R6Gaiufk�u}IKj.VdMY9MM - �'ictTwM'�e37p Nfab�6- HI +IFi.W'�s�iu�bDf•Ajtlfie.T+6�,dw A Taw Of Contsm 10 -vW w &cam ry Fay wctc FW 4.121 Wellfields 9 ..... ......... ............... ............................... ...............4 -3 4.1.2.2 Water Treatment Facilities ........ . ......... .,..................4.3 4.1,23 Pumping, Storage, and Transmission.. .... ...................4.14 4.1.3 Reclaimed Water Facilities. ............... ..... ,..... » . »...............4 -12 4.1 »3.1 Water Declamation Facilities ........... ..... ».... ».», ...... .,............. 4 -12 4.1.3.2 Reclaimed Wafter Pumping, Storage, and Transmission .....4-12 4.1.33 Supplemental Wellfields ........................ — ........ ».. .................... 4 -15 4.2 Immokalee Water and Serer District (IWSD) ........... .. ».............., .............447 4.2.1 Water Supply Permits ......... ......... . ......... .. .....,.... ....... .4-17 4.2.2 Potable Water Facilities ........ ......... ...... ....,. ............... ............4 -17 4.2.2..1 Wellfields ................ .......... ......... ---- ...... 4 -17 4.2.2.2 Water Treatment Facilities.... .............. .................... .....4 -17 4.2,2.3 Purnping, Storage, and. Transmission ... ......, ..,......4 -19 4.2.3 Reclaimed Water Facilities.. ... .., ».... .....................4 -20 43 Florida Governmental Utility Authority (Golden Gate City) (FGUA) ...........4-20 4.11 Water Supply Permits ...................... .........................., .............. ... .4 -20 4.32 Potable Water Facilities ... .................. --- .................. ........ ... ...,, ... 4 -20 43.2.1 Welifields; .................... ............. ............ ........ ..,..........4 -20 4.3.2.2 Water Treatment Facilities .. ........ ..... ... .............4 -2'1 4.3.23 Pumping, Storage, and Transmission....... ... .........................422 4.3.3 Reclaimed Water Facilities.... ....... ..... .........4 -22 4.4 Orange Tree Utility Company (OTU+C) ................ ... »,.� .... .......... 4 -24 4.4.1 Water Supply Permits .. ...... . ........... .......... .......4 -24 4.4.2 Potable Water Facilities ...... .., . ..... ........ » .. »; .. »..,.....4 -Z4 4.4.2.1 Wellfields ... » ......................... ....................... ---- .......4 -24 4.4.2.2 Water Tremtment Facilities ., .. ............4 -24 4.4.2.3 Pumping, Storage, and Transmission ......................... ....... »... 4 -26 4,4.3 Reclaimed Water Facilities.,,.. .... ......... ..................... ......4 -26 4.5 Ave Maria Utility Company, LLLP (AMUC) ............................................. .4-26 4.5.1 Water Supply Permits ... .... ............ .... .... ,... .,4 -26 4.5.2 Potable Water Facilities ................... ... ..... .. ..,.,,............ 4 -27 4.5.2.1 Wellfields ................... ..... ........, ....... ...........................4 -27 4.522 Water Treatment Facilities ....................... ....... .......» » „4-27 4.5.23 Pumping, Storage, and Transmission ............ ................... . .4-27 4.53 Reclaimed Water Facilities.... ............ ..................................... ...4 -28 Section 5 Planned Water Supply Facilities 5.1 Collier Country Water -Sewer District (CCWSD) .. .. ..., » », »...... ....... 5 -1 5,1.1 Datable Water Facilities ... ............................... ......... . ... -- .— 5.1.1.1 Wellfields ................. .. . ».. ........... ... .....5 -1. 5.1.1.2 Water Treatment Facilities .............. ,,...... ... ......... 5.1.1.3 Pumping, Storage, and Transmission......... ........ ................ ......5 -4 P. Cau�h1G!Ya�rMGW[kwvfwmnWbdv p§' * -MI lEawMW'wa.$ W&Wkoow.4{Q'YB 'k. s 17B Tabs of Cora' fs 10 -Year Wafer, Scary Pao# tes Klork Plan 5.1.2 Reclaimed Water Facilities ... ......... ......... ................ .........5 -11 5.1.2.1 Water Reclamation Facilities ................ ............................. ., .5-11 5.1.2.2 Reclaimed Water Pumping,. Storage, and Transmission ..,..5 -14 5.2 Immokalee Water and Sewer District (ISWD) ........ .......................................... ..5 -16 5.2.1 Potable Water Facilities , .................. ...... .......... ......... ....5 -16 5.21.1 Wellfields ... ......................... .. ..................... ............................5 -1 5.2.1.E Water Treatment Facilities ......... ............ .. ......... 4............ ..5 -16 52.2 Reclaimed Water Facilities ............... ......... ...,......,..,..,..,. .....5 -16 5,3 Florida Governmental Utility Authority Golden Gate City) (FGUA) ...........5 -16 5.3.1 Potable Water Facilities ........................... . ...... .........................5 -16 5.3.1.1 Wellfields.., ......... ... ................................. .. ..........................5 -16 5.3.1.2 Water Treatment Facilities ............................ _ .... .........5 -21 5,3.1.3 Pumping, Storage, and Transmission......., ....,, ....5 -21 5,3.2 Reclaimed Water Facilities... ............ ....................... .. ...... . .........5 -21 SA Orange Tree Utility Company (()TUC) .............................................. .....,....5 -21 5.4;1 Potable Water Facilities .................... ..... ...... .......... . .5-21 5.4.1.1 Wellfields ...... ...................... .......... ......., ............ ... ..,..... 5-21 5.4.1.2 Water Treatment Facilities .............. . ... ...,.,.. .............5.2"7 5.4.2 Reclaimed Water Facilities... . ............................. .........................5 -27 5.5 Ave Maria Utility Company, LLLP (AMUC) ..................................... ..........5 -27 5.5:1 Potable Water Facilities......... ......... ...................... ...........5 -27 53.1.1 We11# felds ......................... ............................... ......... ...:.........5 -27 5.5.1.2 Water Treatment Facilities ... ..................... ........ ....,....5 -28 5,5.2 Reclaimed Water Facilities ... ............................................... .... ... e....5 -28 Section 6 Facilities Capacity Analysis 6.1 Collier County Water -Sewer District (C+CWSD) ........................................ 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 (OTCTC) ........ .............................. .,............ 6-3 6.5 Ave Maria Utility Company, LLLP (AMUC) ........................ ....... .. .........5 -4 Section 7 Conservation Regulations and Practices 7.1 Collier County Water -Sewer District (CCWSD) ........................................... ..7 -1 7.2 Immokalee Water and Sewer District (I SD) ......... .... ................................. ..7 -3 7.3 Florida Governmental Utility Authority (Golden, Gate City) (FGUA) ............. 7-4 7.4 Orange Tree Utility Company (OT UC) ....... ..................... ..............7 5 7.5 Ave Maria Utility Company, LLLP (AMUC) ........ ................. ,,....,.7 -6 Section 8 Capital lx»provement Projects 8.1 Collier County Water ewer District (CCWSD) ........... .............................. ..8-1 8.2 Immokalee Water and Sever District (IWSD) .......... .... ......... ........ .8-1 (M cat "kAeri#w*I0 -Y*V WfY4e ftq**V0VWnS, pbn to "Tw#w 1W4be ire Table of Contents 10 -Year Water Supply Facilities Work Plan 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 Appendix A Interlocal Agreement Between CCWSD and the City of Naples Appendix B Agreement for Potable Water Service Calusa Island Village (Goodland Area) f. t� PACeRarCount➢N10 -Year Water Supply FadrilNe Won[ Fw%lD Verelan 6 -Fen (Final Version SuEini@etl to OCApTft= TOCAeo IV 17B��� 2 -1 Water District Boundaries of Collier County ............. . ; ......, .................... 2_2 2 -2 CCWSD Potable/ Reclaimed Water Composite Map ................. ...2 -4 4-I Existing CCWSD Wellfields and Raw Water Transmission Mains ............... .... 4 -4 4 -2 Existing CCWSD Potable Water 'Treatment Facilities ......... ... .. .... ....................4.9 4-3 Existing CCWSD Potable Water Storage Facilities.,, ........... .., ........ .......4-11 4-4 Existing CCWSD Potable Water Transmission Mains ......... ... ....... ................... 4 -13 4.5 Existing CCWSD Water Reclamation Facilities....--- ............. ........ .4-14 4-6 Existing CCWSD Reclaimed Water Distribution System.... ......... .........4-16 4-7 Existing IWSD Water Supply Facilities ..................... ................ ,.., ..,..,.......4 -18 4.8 Existing FGUA Wellfield and Water Treatment Facility ...... ............. .............. 4 -21 4-9 Existing FGUA Potable Water Transmission Mains, .. . ......... ..... .4.23 4-10 Existing OTUC Water Supply Facilities ......................... ,..., ...... ........... 5-1 Existing and Planned CCWSD Wellfields and Raw Water Transmission Mains..... .. .......................... ...................... ......... .... . ... ., ..........5 -2 5 -2 Existing and Planned CCWSD Potable Water Treatment Facilities..... .............5 -5 5 -3 Existing and Planned CCWSD Portable Water Storage Facilities...... .. ........... .5 -8 5-4 Existing and Planned CCWSD Potable Water Transmission finis -:. .,....5 -12 5-5 Existing and Planned CCWSD Water Declamation Facilities ..., .5-13 5-6 Existing and Planned IWSD Potable Water Facilities .... ...........5 -18 5-7 Existing and Placated FGUA Wellfield and Potable Water Treatment Facility.... . ......... .... ........... .. ...... 5-8 Existing and Planned FGUA Distribution Mains ,.... .... .. ..........5 -25 am v P ;%WI& CouMy%1Q -Year W#W Sup* Facftn Walk PkM10 Version 6 - Pion (FnN Veroion SubmMW b MAAT6xM3 LstoWinswW&W doc 17B ES-1 Summary of fisting and Planned CCWSD Water Treatment and -1 3-2 Water Reclamation Facilities ............... ....... ..................... .... ............ RS 3 ES-2 Capacity Analysis for CCWSD .............. ...» ........... ....... ..... ES-3 15-3 Summary of Existing and Planned ISWD Water Treatment Facilities .......... ES-4 E54Capacity Analysis for IWSD ........................... ........... .......... ............ . . . ES-4 ES-5 Summary of Existing and Planned FGUA Water Treatment Facilities.......... ES-5 ES-6 Capacity Analysis for FGUA .... .... ............................... ...................... ES-5 ES -7 Summary of Existing and Planned OTJC Water Treatment Facilities.......... ES-6 ES-8 Opacity Analysis for OTUC . ..................................... ,..a.................... ES-6 ES-9 Summary of Existing and Planned AMUC Water Treatment and Water 3-11 Reclamation Fac lities., .,, —.... .......... ........... ....... ...................... ES-7 ES-10 Capacity Analysis for AMUC....... ...... ......... ... ................... ............1 -Z 3 -1 Collier County Peak Season Population Estimates and Projections ............... -1 3-2 Population Projections for Areas Served by CCWSD ........, . ..... .........3 -T 3-3 Project Population and Demand for Areas Served by CCWSD ... ......3 -2 34 Population Projections for Areas Serves! by IWSD .......... ... ....... ......3.2 3-5 Project Population and Demand for Areas Served by IWSD ...... ...........3.2 3.6 Population Projections for Areas Served by FGUA.. .. . ._...... ...............3-3 3-7 Project Population and Demand for Areas Seared by FGUA ... ............. ........... 3 3-8 Population Projections for Areas Served by OTUC ............................ ... .3-3 3-9 Project Population and Demand for Areas Served by OTUC ............. ., .......... 3 -4 3-10 Population Projections for Areas Served by AMUC .... ... .., ......, .3-4 3-11 project Population and Demand for Areas Served by AMUC...... ... ............3 :5 4-1 Consumptive Use Permits Issued by SFWMD to CCWSD ............... ......... ..... .4 -1 42 Existing CCWSD Golden Gate Tarniami Wellf9eld ......... .......................... ..4-5 43 Existing North Hawthorn RO Wellfield. Summary .................. ......... . 4-4 Existing South Hawthorn RO Wellfield Summary ............... ......... .4-7 45 Summary of Existing CCWSD Water Treatment Facilities... ,...... .........." 4-6 Summary of Existing CCWSD Water Storage Facilities........ _..F ...... ..:.........4 -1Q 4 -7 Summary of Existing Water Reclamation Facilities .. ......... ........................4 -12 4-8 Summary of Existing CCWSD Supplemental Wells .............. ......................... 4 -15 4.9 Consumptive Use Permits Issued by SFWIVD to the Immokallee Water and Sewer District................................... .... ...... ......... ..,....,..4 -17 4--10 Summary of Existing I SD Potable Water Wells..... . ..................... - ............4 -17 4-11 Summary of Existing MSD Water Treatment :Facilities. ........ ......,.....4 -19 4-12 Summary of Existing MSD Storage Facilities ... ... ........................... ...4 -19 4-13 Consumptive Use Permits Issued by SFWivID to FGUA .................. ... .4 :20 4»14 Summary of Wells Operated by FGUA .................... ........ »..,......... ......,.4 -Z0 Yi 5-1 Planted NERWTP Wellfield Phase 1 Summary » .................. ............... 5 -1 5-2 Major Tasks Rewired to Build Planned CCWSD Potable Water "bWellfields ...5 -3 5-3 Summary of Existing and Planned CCWSD Water Treatment Facilities .........5 -6 54 Major Tasks Required to Build Planned CCWSD Potable Water Facilities...... ..................... ., .... »................................. » », .....,,. ».5 -7 5.5 Summary of Existing and Planned CCWSD Water Storage Facilities...... » »».. »,.5 -9 5-6 Major Tasks Required to Build Planned CCWSD Potable Water StorageFacilities........ . ... .... ................................ ..... .....,,. ... .,.,. ............. _.,.., „ »5 -10 5-7 Summary of Existing and Plarnted. CCPUD Water Declamation facilities. -5-11 5-8 Major Tasks Required to Build Planned CCWSD Water Reclamation Facilities......... .... ».......... ..... .......... ,............... .,..... ...... .............., »......5 -15 5-9 Summary of Existing and Planned Reclaimed 'Water Storage ..................... t ».5-14 5-10 Major Tasks Required to Build Planned CCWSD Reclaimed Water StorageFacilities ............................................ ....................... ... .............5 -17 5 -11 Summary of Existing and Planned 1VWSD Water Treatment Facilities,... 5-19 5 -12 Summary of Planned FGUA Wells ....... , , . »........ ........................... 5-16 5.13 Major Tasks Required to Build Planned FGUA Potable Water Wells .... ,,..5 -22 5-14 Summary of Existing and Planned FGUA Potable Water Treatment Facilities.................. ....» .» .,... ..... .» . .... ......... ..............,..........5 -23 5-15 Major Tasks Required to Build Planned: FGUA Potable Water Treatment Facilities. .. . . ..... ....... ............. ..... .. ....5 -24 5-16 Major Tasks Required to Build Planned FGUA Reclaimed Water Project.. ...... ............... ....... .., .... .. ............................. 5 -26 5-17 Summary of Planned OTUC Wells ..................................... „ ......... ... 3-27 5-18 Summary of Existing and Planned OTUC Water Treatment Facilities........,.5 -27 5--29 Summary of Planned AMUC Wells. ... ...... ........» ,........ ......5 -27 5 -20 Major Tasks Required to Build Planned AMUC Potable Water Wells ........,.5 -29 5 -21 Summary of Existing and Planned AMUC Potable'VWater Treatment Facilities........ ........ .... ... .........., .,... ......... ..... .....,....................,5 -30 �r P1Colier Cou tyNO -Year Water Sappy Faolfitiea Welk PleaNO Version 6 - Plan (Final Vwebn SubmibO 40 OCAATeX001 LUlWtsantlretnAee Vii 17B List OfTsWs 4.15 Summary of Existing FGUC Water Treatment Facilities .... ............ » . ..... ....... 4 -22 4-16 Summary of Existing FGUA Storage Facilities ............................... 4-17 Consumptive Use Permits Issued by SFWMD to OTUC... ........ »..........»..,.4 -24 4-18 Summary* of "Wells Operated by OTUC... ,. ............ ....... ..............4 -24 4-19 Summary of Existing OTUC Water Treatment Facilities........,...... .. »...».>.....4 -26 4 -20 Summary of Existing OTUC Storage Facility ......................... --- ......... 4-26 4 -21 Consumptive Use Permits Issuued by SFWMD to AMUC .. ............ .,, ........ 4 -26 4 -22 Surnnmary of Wells Operated by AMUC ..... ......... .... ........ » »............. ..4 -27 4-23 Summary of Existing AMUC Water Treatment Facility ..... ........4 -27 4 -24 Summary of Existing AMUC Storage Facility ......, ........ . ........, »,.,,,.,,4 -27 4-25 Summary of Existing AMUC Water Reclamation Facility ................... ........4 -28 5-1 Planted NERWTP Wellfield Phase 1 Summary » .................. ............... 5 -1 5-2 Major Tasks Rewired to Build Planned CCWSD Potable Water "bWellfields ...5 -3 5-3 Summary of Existing and Planned CCWSD Water Treatment Facilities .........5 -6 54 Major Tasks Required to Build Planned CCWSD Potable Water Facilities...... ..................... ., .... »................................. » », .....,,. ».5 -7 5.5 Summary of Existing and Planned CCWSD Water Storage Facilities...... » »».. »,.5 -9 5-6 Major Tasks Required to Build Planned CCWSD Potable Water StorageFacilities........ . ... .... ................................ ..... .....,,. ... .,.,. ............. _.,.., „ »5 -10 5-7 Summary of Existing and Plarnted. CCPUD Water Declamation facilities. -5-11 5-8 Major Tasks Required to Build Planned CCWSD Water Reclamation Facilities......... .... ».......... ..... .......... ,............... .,..... ...... .............., »......5 -15 5-9 Summary of Existing and Planned Reclaimed 'Water Storage ..................... t ».5-14 5-10 Major Tasks Required to Build Planned CCWSD Reclaimed Water StorageFacilities ............................................ ....................... ... .............5 -17 5 -11 Summary of Existing and Planned 1VWSD Water Treatment Facilities,... 5-19 5 -12 Summary of Planned FGUA Wells ....... , , . »........ ........................... 5-16 5.13 Major Tasks Required to Build Planned FGUA Potable Water Wells .... ,,..5 -22 5-14 Summary of Existing and Planned FGUA Potable Water Treatment Facilities.................. ....» .» .,... ..... .» . .... ......... ..............,..........5 -23 5-15 Major Tasks Required to Build Planned: FGUA Potable Water Treatment Facilities. .. . . ..... ....... ............. ..... .. ....5 -24 5-16 Major Tasks Required to Build Planned FGUA Reclaimed Water Project.. ...... ............... ....... .., .... .. ............................. 5 -26 5-17 Summary of Planned OTUC Wells ..................................... „ ......... ... 3-27 5-18 Summary of Existing and Planned OTUC Water Treatment Facilities........,.5 -27 5--29 Summary of Planned AMUC Wells. ... ...... ........» ,........ ......5 -27 5 -20 Major Tasks Required to Build Planned AMUC Potable Water Wells ........,.5 -29 5 -21 Summary of Existing and Planned AMUC Potable'VWater Treatment Facilities........ ........ .... ... .........., .,... ......... ..... .....,....................,5 -30 �r P1Colier Cou tyNO -Year Water Sappy Faolfitiea Welk PleaNO Version 6 - Plan (Final Vwebn SubmibO 40 OCAATeX001 LUlWtsantlretnAee Vii I 17B List of Tables 5-22 Major Tasks Required to Build Planned AMUC Potable Water Treatment Facilities........ ........ ............................... ......,, ............................. 5-23 Summary of Existing and Planned AMUC Water Reclamation Fac t ti .,....5 -28 6 -1 Capacity Analysis for CCWSD ...... ................................ .................. .......... ......... 6 -1 6 -2 Revised Capacity Analysis for CCWSD,... ............... ............................................ fi-2 6 -3 Capacity Analysis for IWSD .. ................. .................. . ...... ................... .............6 -2 64 Capacity Analysis for FGUA ................. ........ ...................... .............. ..........6 -3 6-5 Capacity Analysis for OTUC ..................................... ...... ........ .......6-3 6-6 Capacity Analysis for AMUC..... ....... — ..................... ..................... ..........,....6 -4 8 -1 CCWSD Capital Improvement Projects ...... ..... ...................... .. .....8 -2 8-2 IWSD Capital Improvement Projects. .... .... ........... ...........8-8 8-3 FGUA Capital Improvement Pro) .. ... ..... .................. ................8 -9 8-4 OTUC Capital Improvement Projects ...... .............................. ...................... .. 8-10 8-5 AMUC Capital Improvement Projects ....... ................. ......,..,.5 -1.2 P;ICOlwCauniN10.Ye1i Watar &pplyFacililin Work Planll0 Version S • Plan (Final V"On SubffftW 10 VCAHTeXM U81NFOow%dTabLdpc VN List of Common Acronyms A 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 B BCC Board of County Commissioners BEBR Bureau of Economic and Business Research C CCCPD Collier County Comprehensive Planning Department CCWSD Collier County Water -Sewer District CDES Community Development and Environmental Services CUP Consumption Use Permits D DIW Deep Injection Well E EAR Evaluation and Appraisal Report ERC Equivalent Residential Connection F FAC Florida Administrative Code FDEP Florida Department of Environmental Protection FGUA Florida Government Utility Authority FY Fiscal Year G GMP Growth Management Plan gpcd Gallons per Capita per Day gpd Gallons per Day cm ix P.3C41Bar Cuunty11O4ear Water Supply Facilitlac Wo* PWa10 Vamion 6 - Pyn (Final Version Subma w ao OCApTaa104 1.111 W Common Acaonytnt.doe M List of Common Acronyms H HPRO High Pressure Reverse Osmosis HZ1 Hawthorne Zone 1 Aquifer I IE Ion Exchange IWSD Immokalee Water and Sewer District L 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 M MF Membrane Filtration MG Million Gallons MGD Million Gallons Per Day MS Membrane Softening MMDD Maximum Month Daily Demand N NCRWTP North County Regional Water Treatment Plant NCWRF North County Water Reclamation Facility NERWTP Northeast Regional Water Treatment Plant NEWRF Northeast Water Reclamation Facility 0 OTUC Orange Tree Utility Company P PBWRF Pelican Bay Water Reclamation Facility PUD Public Utilities Division PSC Public Service Commission CM x P..T41 ier CoontyAO•Year Water Supply Feafikee Work PIen110 Version 6 • Plan 4Flao Version SubmkW to OCApTexM{ Liet of Camann Arrorgalt dw 4 7 u RIB Rapid Infiltration Basin List of Common Acronyms Reverse Osmosis R RIB Rapid Infiltration Basin RO Reverse Osmosis RWA Rural Water Association S SCRWTP South County Regional Water Treatment Plant SCWRF South County Water Reclamation Facility SERWTP Southeast Regional Water Treatment Plant SCWRF Southeast Water Reclamation Facility SFWMD South Florida Water Management District U ULDC Unified Land Development Code W WRF Water Reclamation Facility WT Water -Table Aquifer WTP Water Treatment Plant cm Poem Cv -4010-Year Wafer Supply Faciltietwtrk Plentto Varaan 6 -Plan (Final Version Subtoin ed 10 OC4Twr0N List 04 Common Aaanymt.Ate 7 B F en�i Executive Summary On July 12, 2006, the Governing Board of the South Florida Water Management District ( SFWMD) approved the 2005 -2006 Lower West Coast Water Supply Plan Update (LWCWSP). Under Florida law (section 163.3177(6)(c), Florida Statutes) Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of a 10 -Year Water Supply Facilities Work Plan and amendments to the following elements of the Growth Management Plan (GMP): Intergovernmental Coordination Element, Infrastructure Element, Conservation and Coastal Management Element and Capital Improvement Element. 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 for Collier County has the following objectives: ■ Identify population and water demands of each utility for the planning period of 2008 to 2018. ■ 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 2018. ■ Identify the steps necessary to develop additional potable and reclaimed water supplies and specify when they must occur and how they will be funded. f. PACelkw CounIOMYeer Weter Suppty Faciktiee Work PIMUO Vemion 6 - Parr (FW$ Version Sumrknea to DCAy.TexW5 ExeaAW Summery.tloc&412DOB ES-1 178 Executive Summary ■ Demonstrate that the water supply plans for each utility within the County are feasible with respect to facility capacity to be developed and consumptive use permit allocations required. ■ Describe the conservation practices and regulations utilized by each utility to meet water supply demand. The Collier County 10 -Year Water Supply Facilities Work Plan was prepared by Camp Dresser and McKee Inc. (CDM) for the Collier County Comprehensive Planning Department. CDM is a consulting, engineering, construction, and operations firm with a successful track record of utility -based planning and design projects. CDM is a leader in providing innovative water and wastewater services throughout Southwest Florida and the world. Information for the Plan was solicited from each of the utilities included. All five utilities provided some level of information to CDM for inclusion in the Plan. Where information gaps existed, information on the existing and planned facilities was gathered from various sources including the SFWMD LWCWSP update, SFWMD consumptive use permits, Florida Department of Environmental Protection (FDEP) public water supply and wastewater treatment facility permits, and the Collier County Water Supply Facilities Work Plan, Final Report prepared by Greeley and Hansen, LLC, April 2004. After completion of the draft version of the Plan, copies were distributed to each of the utilities for review and comment. Each of the utilities provided comments and gave approval to their sections of the Plan contingent on their comments being addressed. The findings of the plan 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 and a new water reclamation 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. The information on CCWSD is fully nested with the 2008 Water and Wastewater Master Plan Updates, adopted by the Collier County Board of County Commissioners on June 24, 2008, 1$-2 P:WCG Wer Caun A1lD -Year Water Supply iari0liea Work ftnUO Vamion 8 • Pun 1Final Vmeimr Suhmiftd to CCAp @XM Exacutiw Summery.doc8 1112008 17B l Executive Summary Table ES -1. Summary of Existing and Planned CCWSD Water Treatment and Water Raclamafrinn Panilitiecl Facility Name Year Online Design Capacity (MGD) Project Identified In LWCWSP Water Treatment Facilities NCRWTP MF Online 12.0 N/A NCRWTP LPRO Online 8.0 N/A SCRWTP LS, Online 12.0 N/A SCRWTP LPRO Online 20 N/A NCRWTP HPRO 2012 2.0 Yes NERWTP Phase 1 LPRO 2018 3.75 Yes NERWTP Phase 1 Ion Exchange 2018 1.25 Yes Total 62.66 59.01 �.m Water Reclamation Facilities NCWRF Online 24.1 N/A SCWRF Online 16.0 N/A NCWRF Expansion 2017 6.5 N/A NEWRF Phase 1 2017 4.0 Yes Total M 50.6 3. �.......... . .. .. ..........� vv...o. vvunar -- -atu, allu vvaatawater master man upOates acopteo by the Collier County Board of County Commissioners on June 24, 2008. Based on population projections available for the CCWSD service area, a capacity analysis was performed looking at projected demand versus plant capacity versus permitted allocation. The results of the capacity analysis are summarized below in Table ES -2. A discussion of the capacity analysis can be found in Section 6.1. Tnhla FC..9 [_yntar -11kr en�l -;- 9- t l%Ukran y auvyauu d v4ui1vu ICatltlGlit Ld 7laty (C71 I r V gpCO MM AVaiiame Pacifity Capacity. Raw water requirement is the amount of raw water need to make a certain amount of finished water. It is calculated by dividing the Required Treatment Capacity @ 170 gpcd by the efficiency of the treatment process. 4 CUP based on existing permit (11-00249 -W) and allocation increases currently in process. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cm ES-3 PiCotiar CWM*A14Yar Walar Supply Fact es Wart PMnNO Version S • Plan (Foal Version SuhmlNm a DCApTaxM$ Exsouaya Sw rroy WN412MB 2005 2008 2013 2018 Service Area Population 180,463 205,433 255,594 296,555 Demand Per Capita (MGD) 170 170 170 170 Required Treatment Capacity @ 170 gpcd (MGD) 30.68 34.92 43.45 50.41 Available Facility Capacity (MGD) 40.00 52.00 54.00 59.00 Facility Capacity Surplus (Deficit) (MGD)l 9.32: 17.08 10.55 8.59 Raw Water Requirement (MGD)2 35.39 41.05 53.76 62.66 Permitted Amount (MGD Annual Average)3 56.14 63.82 63.82 78.42 Permitted Surplus (Deficit) (MGD)4 20,75 22.77 1 10.06 15.76 y auvyauu d v4ui1vu ICatltlGlit Ld 7laty (C71 I r V gpCO MM AVaiiame Pacifity Capacity. Raw water requirement is the amount of raw water need 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. 4 CUP based on existing permit (11-00249 -W) and allocation increases currently in process. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cm ES-3 PiCotiar CWM*A14Yar Walar Supply Fact es Wart PMnNO Version S • Plan (Foal Version SuhmlNm a DCApTaxM$ Exsouaya Sw rroy WN412MB 17B Executive Summary As the capacity analysis illustrates, CCWSD has sufficient plant capacity existing or planned throughout the 2018 planning horizon. CCWSD has been and continues to be a leader in alternative water supplies in Florida. The following sections of the Plan related to CCWSD, illustrate the shear volume of water the utility receives from AWS projects as compared to traditional freshwater projects. As presented in the plan, CCWSD is currently capable of delivering up to 68.1 MGD of alternative water supply, consisting of potable water from brackish sources and reclaimed water, to its customers vs. only 24 MGD from traditional water supplies. By 2018 the ratio will be 76.35 MGD of alternative water supply capacity to 25.25 from traditional sources. 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- Summnry of Fxiafinn anA Olonn -A town w .,. rM._a.._.._a r__ssu :._t Facility Name Year Online Design Capacity MGD Project Identified in I.WCWSP Jerry V. Warden WTP Online 2.25 N/A Airport WTP Online 1.35 N/A Carson Road WTP Online 0.90 N/A Carson Road WTP Expansion 1 2008 1.10 No Carson Road WTP Expansion 2013 1.00 No Total .OMMI M 6.60 1.17 .............,.,,, vrr urn �..h -,ur.w arru Nrmrncu water uaeunGnt iawnu65 taKen imm uie ZWO-ZUU6 Lower West Coast Water Supply Plan Update approved by the Governing board of the SFWMD on July 12, 2006. Based on population projections available for the IWSD service area, a capacity analysis was performed looking at projected demand versus plant capacity versus permitted allocation. The results of the capacity analysis are summarized below in Table ES4. A discussion of the capacity analysis can be found in Section 6.2. Tahlo FC_d f_nnaA#%P AnfJlvclss f- IUUQr1 van.uratou uy auuuacurry rttnivar Average. Ually UemanO TrOm AVallaDle 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 for 3.36 MGD annual average expires June 15, 2010. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. ►� i T Moller CouNtA10 -Year water supply Faeftes work Ptent7G Version 6 . Wien (F" version SuendeW 10 OWTOKM5 Esewtive 5ummery.0oe6M/lGp/ ES-4 2005 2008 2013 2018 Service Area Population 22,206 23,784 26,638 29,664 Demand Per Capita (MGD) 182 182 182 182 Annual Average Daily Demand (MGD) 4.04 4.33 4.85 5.40 Available Facility Capacity (MGD) 4.50 5.60 5.60 6.60 Facility Capacity Surplus (Deficit) (MGD) 0.46 1.17 0.75 1.20 Raw Water Requirement (MGD)z 4.17 4.46 5.00 5.57 Permitted Amount MGD Annual Average)' 3.36 3.36 3.36 3.36 Permitted Surplus (Deficit) MGD) 0.80) 1.10 (1.64 (2.20) van.uratou uy auuuacurry rttnivar Average. Ually UemanO TrOm AVallaDle 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 for 3.36 MGD annual average expires June 15, 2010. Calculated by subtracting the Raw Water Requirement from the Permitted Amount. ►� i T Moller CouNtA10 -Year water supply Faeftes work Ptent7G Version 6 . Wien (F" version SuendeW 10 OWTOKM5 Esewtive 5ummery.0oe6M/lGp/ ES-4 178 Executive Summary 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. However, the allocation of the underlying CUP (11- 00013 -W) does not cover the withdrawals required to achieve the finished water demand. 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 miinor increases in water demand. Table ES -5 summarizes the treatment capacity of the existing and planned potable water facilities for FGUA. Table ES -5_ Snmmary of Fxiatinn and alonneA ClLi IA AM. *-. *r --* -.e- * ee..:rsar__1 Facility Name Year Online Design Capacity MGD Project Identified in LWCWSP Golden Gate WTP (LS) Online 1.22 No Golden Gate WTP (RO) Online 0.87 No Golden Gate WTP (RO) 2009 0.25 No Golden Gate WTP (RO) 2015 0.25 No Total. ti 2.59 2.34 rinVrrlrauVrr Vrr VAIZ' lltj ."" IJIa11tICU water Aeatirmn, mcunles was LaKen rrom the e-mail memo submitted by FGUA to the Collier County Community Development and Environmental Services on July (. 15, 2008. N 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. Tahie FR.A Canacity Analuazis: fns 9:r- lA va1vtMAau uy tiuvrraciing annual coverage uany uemana from Available Facility Capacity. z 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 for 1.92 MGD annual average expires September 11, 2008. 4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. The improvements planned by the FGUA for the 10 -year planning period are sufficient to meet the demands of the service area. However, the allocation of the underlying CUP (11- 00148 -W) does not cover the withdrawals required to achieve the PiAft COMR)k O YOar Water Supply FacMiaee Wait PtenifO Varabn 6 • Men {Final Version SUOMMIaM 10 DCAPI MO6 Exaculhe SummaryAodIM2006 ES-5 2005 2008 1 2013 2018 Service Area Population 13,642 14,224 15,704 17,339 Demand Per Capita MGD - 109 109 109 109 Annual Average Daily Demand MGD 1.49 1.55 1.71 1.89 Available Facility Ca aci MGD 2.09 , 2.08 2.34 2.59 Facility Capacity Surplus Deficit ) (MGD)l 0.60 0.54 0.63 0.70 Raw Water Requirement MGD Z 1.77 1.91 2.17 2.46 Permitted Amount MGD Annual Avera e 3 1.92 1,92 1.92 1.92 Permitted Surplus Deficit ) (MGD)4 0.15 0.01 0.25 0.54 va1vtMAau uy tiuvrraciing annual coverage uany uemana from Available Facility Capacity. z 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 for 1.92 MGD annual average expires September 11, 2008. 4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. The improvements planned by the FGUA for the 10 -year planning period are sufficient to meet the demands of the service area. However, the allocation of the underlying CUP (11- 00148 -W) does not cover the withdrawals required to achieve the PiAft COMR)k O YOar Water Supply FacMiaee Wait PtenifO Varabn 6 • Men {Final Version SUOMMIaM 10 DCAPI MO6 Exaculhe SummaryAodIM2006 ES-5 178 k� Executive Summary finished water demand. An increase in the CUP is being applied for as part of the permit renewal. The increase will cover the future withdrawals required. Orange Tree Ufility Company (OTUC) Table ES -7 summarizes the treatment capacity of the existing and planned potable water facilities for OTUC. Table ES -7. Summary of Excistine and Planned nTIM Wnter Trontmenf Facility Name Year Online Design n Capacity Project Identified in LWCWSP Service Area Population 2,631 5,700 9,500 Orange Tree WTP Online 0.75 N/A Orange Tree WTP 0.26 0.57 0.95 Expansion 2009 0.75 No Total 0.49 1.50 y, Raw Water Requirement MGD z 0.34 0.73 . mtunnauvri vol Gmliung aria planneu waxer treatment tacinies were taken trom the e-mail memo submitted by OTUC to the Collier County Community Development and Environmental Services on September 27, 2007. 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. Table FS-S_ Canaeity Onalvaic fns nTl lf_ vawulakeu uy QML)LVacung /Annual a m average uany uemana tro Avallame t -acmty 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 remand by the efficiency of the treatment process. 3 CUP for 0.86 MGD annual average expires November 11 2009. A Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Under the population projections presented, the improvements planned by the OTUC for the 10 -year planning period are sufficient to meet the demands of the service area. The allocation of the underlying CUP (11- 00419 -W) does not cover the withdrawals required to make the finished water demanded in 2012. However, the permitted shortfall is not a problem as OTUC is obligated to become part of the CCWSD in 2012 and CCWSD has planned for the capacity and permits necessary takeover the OTUC. 111�t ; i P?CdW CourrIVMD -Ym Weler3apply Facilities Work PIenISO Vnalan 6 •. Plan (Final Vereian SwbmMW to OCA)VO M6 Ers Wire Summsty.d*dMf 66 0 2005 2008 2012 Service Area Population 2,631 5,700 9,500 Demand Per Capita MGD 100 100 100 Annual Average Daily Demand MGD 0.26 0.57 0.95 Available Facility Capacity MGD 0.75 0.75 1.50 Facility Capacity Surplus Deficit ) (MGD)' 0.49 0.18 0.55 Raw Water Requirement MGD z 0.34 0.73 1.22 Permitted Amount MGD Annual Avera e 3 0.86 0.86 0.86 Permitted Surplus Deficit ) (MGD ° 0.52 1 0.13 0.36 vawulakeu uy QML)LVacung /Annual a m average uany uemana tro Avallame t -acmty 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 remand by the efficiency of the treatment process. 3 CUP for 0.86 MGD annual average expires November 11 2009. A Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Under the population projections presented, the improvements planned by the OTUC for the 10 -year planning period are sufficient to meet the demands of the service area. The allocation of the underlying CUP (11- 00419 -W) does not cover the withdrawals required to make the finished water demanded in 2012. However, the permitted shortfall is not a problem as OTUC is obligated to become part of the CCWSD in 2012 and CCWSD has planned for the capacity and permits necessary takeover the OTUC. 111�t ; i P?CdW CourrIVMD -Ym Weler3apply Facilities Work PIenISO Vnalan 6 •. Plan (Final Vereian SwbmMW to OCA)VO M6 Ers Wire Summsty.d*dMf 66 0 17B 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 Rae- 12matinn Far_ilitfoal Facility Name Year Online Design Capacity MGD Project Identified In LWCWSP Water Treatment Facilities AMUC WTP (Phase 1) Online 1.67 Yes AMUC WTP (Phase 2) 2010 0.83 No AMUC WTP (Phase 3) 2012 1.67 No AMUC WTP (Phase 4) 2015 0.83 No Total ,.,a.. 5.00 4.17 Water Reclamation Facilities AMUC WRF Phase 1 Online 1.25 Yes AMUC WRF Phase 2 2010 1.25 Yes AMUC WRF Phase 3 2012 1.25 Yes AMUC WRF Phase 4 2015 1.25 Yes Total M .. 5.00 �m 0" M �s .MW .. -1=& WI I VII GAIARI IV cu iu Vim itru Wauff anu wastewater IreaTmenT TacfiiTles IaKen trom the Preliminary Design Reports for Ave Maria Utility Company, LLLP and Florida Department of Environmental Protection as prepared by CH2M Hill, Inc., June 2004 and February 2006 and supplemented with comments received from AMUC in a letter dated September 20, 2007. 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. However, the allocation of the underlying CUP (11- 02298 -W) does not cover the withdrawals required to achieve the finished water demand. Table FS -9n_ Canarity en%Ihmia fnr alll if` nlv,v� vcyan Oclvu.c DI easy Nvl. z Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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 Annual Average Daily Demand by the efficiency of the treatment process. 4 CUP for 1.26 MGD annual average expires June 14, 2011. s Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cm ES-7 P' Callier CourtyH6Yw Waler Supply Fadjeoa Waa PIen110 Venion 8. Fan (FlmW Varsim SubmiBae b DCAPTexM Emuon Sumn&W.o c8Mrt8 9 2007 2008 1 2013 2018 Service Area Population 2,924 3,886 14,985 27,255 Demand Per Capita MGD 110 110 110 110 Annual Average Daily Demand MGD 0.32 0.43 1.65 3.00 Available Facili Capacity MGD 1.67 1.67 4.17 5.00 Facility Capacity Surplus Deficit ) (MGD 2 1.35 1.24 1 2.52 2.00 Raw Water Requirement MGD 3 0.38 0.50 1.94 3.53 Permitted Amount MGD Annual Avera e 4 1.26 1.26 1.26 1.26 Permitted Surplus Deficit ) (MGD)s 0.88 - 0.76 0.68 2.27 nlv,v� vcyan Oclvu.c DI easy Nvl. z Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 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 Annual Average Daily Demand by the efficiency of the treatment process. 4 CUP for 1.26 MGD annual average expires June 14, 2011. s Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cm ES-7 P' Callier CourtyH6Yw Waler Supply Fadjeoa Waa PIen110 Venion 8. Fan (FlmW Varsim SubmiBae b DCAPTexM Emuon Sumn&W.o c8Mrt8 9 Section 1 Introduction 1.1 Plan Background On July 12, 2006, the Governing Board of the South Florida Water Management District ( SFWMD) approved the 2005 -2006 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 following elements of the Growth Management Plan (GMP): Intergovernmental Coordination Element, Infrastructure Element, Conservation and Coastal Management Element and Capital Improvement Element. 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 for Collier County has the following objectives: • Identify population and water demands of the County and each utility for the planning period of 2008 to 2018. • 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 2018. PAGdlgr Coum AJ1)-Yaar W@W sunny iadatiaa WG* Prm10 Version S- Pion (FMM V4rWn Subm#W to.DCAATOMS salon 1.eoa Mrd= 1 -1 will Section 1 Introduction ■ 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. 1.3 Report 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 2018. 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 2018. 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. P.iColrer Comrytl6rier WSW Supply Pea1di8WorkPWA1OVenkln O•PWD (♦Telel VGMiw Sub.4@d to OCA)%T@ W Section iAec&4imoB 1 -2 17B 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 further subdivided into the Collier County Water -Sewer District (CCWSD) and the Goodland Water Sub - District. 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 -0p, 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 240 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 1 %9 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 its current size of approximately 240 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 established by a Special Act, Approved by the Governor on June 26, 2003, and adopted as Chapter 2003 -353, Laws of Florida. The cm 2 -1 P1Coeiar Coon1y116Yaer Water Supply Facimes Work P4m10 YoMft 0 . Plan (Fusel Version Submilled W DCArTOXM? Slclion 2docate2naa 1 i, f. 1 ^, IMMOKALEE WATERf OISTRICT { 0 1s xo SCALECALE ®S > 7 P MARIA SEWER/'. 1 r. P �, COLLIER } 1 g COUNTY WEWER ATER/ i?,A .;.S ._._. f � OISTRICIT 1 7F7 f t t , yam, rl,P 7, •.,....,.:e_.' �_, M_„y 1 I ( ° 4 i- w� f f ( Z_ ._..,. � t w � !t k r . , ; "' ---w<- � P 3 OF -� r d r�r■�r f LEGEND' '� t x �,� ✓ k. a g "`, ... L. �g 617Y Or MAIL _ s ♦;,' ` AWA SEEM CITY Or NAPLE85Y SEftR 'A '[RME UU DISTRICT x s � COW $PriM 'Is► Y,..._ Se.oarnra.aa�u FIGURE COLLIER COUNTY 10-YEAR WATER SUPPLY FACILTTES WORK P WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY 178 If Section 2 Wafer Service Areas Rural Fringe Areas were incorporated within the CCWSD when the Board of County Commissioners approved Resolution 2003 -2% on September 17, 2003.. From the adoption date forward, the County is responsible for providing water and sewer service in the Rural Fringe, which is approximately 38 square miles in area. 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 PUD 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 is obligated to become part of the CCWSD in 2012. 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. 2.2.1.2 Goodland Water Sub - District The smallest of the County's districts is the Goodland Water Sub- District. Goodland is an island community, roughly one - quarter of a square mile in area, and is Iocated off SR -92 about two miles east of Marco Island. This district was established by referendum in 1975. Potable water for the Goodland Water System is purchased from the City of Marco Island. A copy of the interlocal agreement by which the City of Marco Island serve the Goodland Water System is provided in Appendix B. Collier County maintains pumping, distribution and storage facilities in the Goodland Water Sub- District. The Goodland Water Sub - District serves the community of Goodland as well as Key Marco. 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. The City allocates 38 percent of its system capacity to serve this unincorporated area. The enabling legislation, under which the City established its water service area boundary, is Chapter 180, F.S., Municipal Public 2 -3 PACal5w GWMVM-VOW WSWSUPgyFOCORies Wak PWatOVarkba5- PYn(FkMI VW5WSuMn W to DCA)%TaxlW] Sadioa2.dWV4t 0B C 17B111 cm FIGURE 2 -2 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN 0 °a°N1° CCWSD POTABLE /RECLAIMED WATER SYSTEM COMPOSITE MAP e; f Section 2 Water Service Areas 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 Plana The County, however, is responsible for ensuring that the City's existing and future facilities meet the Level of Service Standard (LOSS) of the County in the unincorporated portion of the City's service area. 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 contends that it 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 recently voted to purchase the system from the Florida Water Services Corporation. The City now 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 is being 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. 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. 2.2.5 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 cm 2 -5 PA0dkarCountyly0 -Year WaW Supply Faelijun Wank FIvAIO Version 5 - Plan (Final Version 3ukmined io DCArTayxly Section 24bc8 MAN 17B Section 2 Water Service Areas 4 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 is approximately 107 square miles in area and has a governing board whose members are appointed by the Governor of Florida. The boundaries of this independent district are shown on Figure 2 -1. 2.2.6 Florida Governmental Utility Authority (Golden Gate) (FGUA) Florida Governmental Utility Authority (FGUA) provides water service to and slightly beyond the limits of Golden Gate. It also owns and operates, systems in other Florida counties. 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 Public Utilities Department (PUD), which is 2798 acres. In 19 %, OTUC billing and customer service became regulated by Collier County Department of Utility Franchise Regulation. In 1998, OTU began servicing Collier County School Board facilities which now include Corkscrew Elementary, Corkscrew Middle, and Palmetto Ridge High School. In 1999, OTUC. franchise area was expanded to include the Estates of TwinEagles with specific if 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 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. Based on FDEP records, the utility currently has a capacity of 80,000 gpd and a population of 145 people. Since actual population projections and level of service information were not readily available for this utility, the following planning assumptions were used to evaluate the ability of the utility to provide service to its customers over the 10 -year planning period of this plan: a per capita demand of 170 gpcd and a 6 percent growth rate. These assumptions were based on the planning level per capita demand used by CCWSD and the current CDM z-6 P.-ICON CourdrNO.Yaar Water SuPply Fae t es Wok R&A10 Vnsion 6 - Man (Feel Vemim SubmtW is CCA)%TaMt0r Seekm 2.doc&9rP006 170114 Section 2 Water Service Areas planning level growth rate used by CCWSD, which is extremely aggressive for the Copeland area. Based on these assumptions the utility should continue to meet the needs of its residents without expansion through the 10 -year planning period. 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 US41, 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. Based on FDEP records, the utility currently has a capacity of 435,000 gpd and a population of 501 people. Since actual population projections and level of service information were not readily available for this utility the following planning assumptions were used to evaluate the ability of the utility to provide service to its customers over the 10 year planning period of this plan: a per capita demand of 170 gpcd and a 6 percent growth rate. These assumptions were based on the planning level per capita demand used by CCWSD and the current planning level growth rate used by CCWSD, which is extremely aggressive for the Port of the Islands area. Based on these assumptions the utility should continue to meet the needs of its residents without expansion through the 10 -year planning period. +.. 2.2.10 Water Systems Regulated by Florida Department of Environmental Protection The following 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. ■ Big Cypress Wilderness Institute ■ Bonita Bay East Golf Club ■ Bonita Bay East Maintenance ■ Bonita Bay East Saba] Rest #1 ■ Bonita Bay East Sabal Rest #2 ■ Center Point Community Church ■ ChiIdren's House ■ Corkscrew Swamp Sanctuary ■ E's Country Store ■ Everglades Shores /Big Cypress Preserve ■ Golden Gate Assembly Of God Cm 2-7 PACelper CounryA10Ww weMr supply FecBitiu work Pienklo version 6- Pen (FMIVOWCn Submiked kr OCA)%TOXM? $Wien 2.doct/4r 8 178 Section 2 Water Service Areas ■ Golden Gate Library ■ Hakan Services, Inc. ■ Harley Davidson Motor Company ■ Hideout Golf Club System ■ 1 -75 Rest Stop & Recreational Area ■ Monument Lake Campground ■ Naples Bingo Palace Golden Gate Parkway ■ Naples Golf Center ■ Oasis Ranger Station ■ Porky's Last Stand BBQ ■ Randall Center ■ Southwest Florida Research Education Center ■ Sandy Ridge Labor Camp ■ Sunniland Country Store ■ Syngenta Seeds, Inc. Temple Bethel ■ Trail Lakes Campground r Trees Camp WTP ■ Unity Faith Missionary Baptist ■ VFW - Golden Gate Post 7721 cm 2-B Mosier Cau"l0.Yaer Wetar Supply Facilities Wwk P%nxlC Valairm S. Plan (Final Version SuCmltptl to CCAgiaxa07 Section 2.EocRAMN 17B Section 3 Population and Demand Projections Sources of information utilized to develop the included population and demand projections are historical population growth, Florida Bureau of Economic and Business Research (BEBR), Collier County Comprehensive Planning Department (CCCPD) forecasts, historical construction permit data, build -out population data prepared by CCCPD, information from water use permits, and information provided by the individual water supply utilities, such as Master Plans. Population projections through 2018 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 the basis for planning and sizing of facilities. Table 3-9_ Collier Cnuntv Peak Saacnn Pnnuiafinn Patimofna mna Year 2005 2008 2013 2018 Countywide 386,668 412,499 467,820 528,046 csulllaufZ allu pluicutlurls are taKen rrom me uuuru popuiation estimates and projections dated June 11, 2008. 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 areas served and to be served within the existing CCWSD service area. The populations are shown in 5 -year increments, through 2018. 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 is obligated to become part of CCWSD in 2012. Table 3.2. Ponulatinn Prniactinna fnr arena Soworl K., rt%wvan Year 2005 2008 2013 2018 Peak Served Area Population (Seasonal)' 180,463 205,433 255,594 296,555 F—WIFIlares anu projeuuons are oases on the utolovu population estimates and projections dated June 11, 2008. As described in the 2008 Water Master Plan Update, adopted by the Collier County Board of County Commissioners (BCC) on June 24, 2008, the LOSS for the CCWSD is being revised from 185 gallons per capita per day (gpcd) to 170 gpcd. Based on the �r P9cop ar coumyNO -Yew WsNr Supply Fadilies Work PISM10 Veralon S • Plan (Final Vsnion Supmilled a DWTox W6 Section 3,doellMri 8 3-1 i 17B Section 3 Population and Demand Projections new 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 2018. 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 annual update and inventory report (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. Tahip 3-3_ Prniaetarft Pnnulafinn nnri nammnel fnr A' a& Qnra A k.. rrwer% Year 2005 2008 2013 1 2018 Peak Service Area Population (Seasonal)' 180,463 205,433 255,594 296,555 Demand Per Capita (MGD) 170 170 170 170 Required Treatment Capacity @ 170 gpcd (MGD) 1 30.68 34.92 1 43.45 50.41 csumates anti prolecuons are Qasea on the ut;t;ru population estimates and projections dated June 11, 2008. 3.2.2 Immokalee Water and Sewer District (IWSD) Table 34 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 2018. Table 3-4_ Ponulation Protections for areas Sprvpd by lwsn Year 2005 2008 2013 2018 Served Area Population' 22,206 23,784 26,638 29,664 oumue area popaiauons Qasea on projections incluaea in aFWMD cUP #11. 00013 -W. The ISWD LOSS includes operational standards and a per capita water demand standard of 182 gpcd. Based on the LOSS of 182 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 2018. Demand is provided as both 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_ Prnlar.f Pnnninfinn anti namanrl fnr Arame Sarusel k., MCf1 Year 2005 2008 2013 1 2018 Service Area Population' 22,206 23,784 26,638 29,664 Demand Per Capita (MGD) 182 182 182 182 Annual Average Daily Demand (MGD) 4.04 4.33 4.85 5.40 Maximum Month Daily Demand (MGD) 1 4.85 5.19 1 5.82 6.48 aerme area poputamns oasea on projections included in SFVVMU CUP #11- 00013 -W. PACOW COWY{10-YOW WOW Supply iadfiaaa Wma P%N%10 VNWW e • Plan (Final VNalon Subnk[W 1p DCA"exm5 Secwn 3.dOdgQOW 4M 17B �+ Section 3 Population and Demand Projections 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 2018. Table 3.6- Pnnulafinn Prnl ae -+inns fnr Arnaa Rnr..arl ha. C/_i IA Year 2005 2008 2013 2018 Served Area Population' 13,642 14,224 15,704 17,339 r-Ivivvuvrls vesuu un cvvv v.o. census. s z maiviouais per residence multiplied by ERG for active corrections. 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. Table 3 -7 presents the projected served population and demand for the FGUA, in 5 -year increments, through 2018. 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 1.27. Tahla_ 3.7 Prniant Pnnsdaiinn and na, nnrl fnr Ar— 42—A w.. C/!11A Year 2005 2008 2013 2018 Service Area Population' 13,642 14,224 15,704 17,339 Demand Per Capita (MGD) 109 109 109 109 Annual Average Daily Demand (MGD) 1.49 1.55 1.71 1.89 Maximum Month Daily Demand (MGD} 1.94 1.97 2.17 2.40 F-IM LIVIM u—su ur1 zwv u.o. 1<.ensus. a.z maiviauais per residence multiplied by ERC lbr active corrections. 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 in 5 -year increments, through 2012 when operation of the OTUC will be taken over by CCWSD. Table 3.8. Penulatinn Prniprfinne fnr Arosae CalrvnA by nTl 1[' w— .— FNF W auV.la vaacu V11 WA -111w %m 111— Livins ano lorecastea connections per oeveioper agreements as reported by OTUC in an e-mail memo to Collier County Community Development and Environmental Services on September 27, 2007. 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 ♦ R.I11 P;1Cglxer Coun1y110-Yeer Wsw Su{ply PedWie$ Wo* PUrA10 Verpen 6. Plan (Pine) Venue Sub"Vd 10 0WT6xW Seim 3.dMM0006 3 -3 Year 2005 2008 2012 Served Area Population' 2,631 5,700 9,500 w— .— FNF W auV.la vaacu V11 WA -111w %m 111— Livins ano lorecastea connections per oeveioper agreements as reported by OTUC in an e-mail memo to Collier County Community Development and Environmental Services on September 27, 2007. 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 ♦ R.I11 P;1Cglxer Coun1y110-Yeer Wsw Su{ply PedWie$ Wo* PUrA10 Verpen 6. Plan (Pine) Venue Sub"Vd 10 0WT6xW Seim 3.dMM0006 3 -3 17B Secflon 3 Population and Demand 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, in 5 -year increments, through 2012. 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. Tahla AA Pmina4 Pnnuletinn and s w......., c - -._A e_.. �— ... Year 2005 Y 2008 2012 Service Area Population' 2,631 5,700 9,500 Demand Per Capita (MGD) 100 100 100 Annual Average Daily Demand (MGD) 0.26 0.57 0.95 Maximum Month Daily Demand (MGD) 0.32 0.68 1.14 wa a— vvpulativi la urasCu un existing connections ano Torecastea connections per developer agreements as reported by OTUC in an e-mail memo to Collier County Community Development and Environmental Services on September 27, 2007. 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 2018. Table 3 -10. Population Preiaetinne fnr Arena Ce-A k., eur 1^ Year 20072 2008 2013 2018 Served Area Population' 2,924 3,886 14,985 27,255 P° !^<N......... vao vn rJul Ifilliary L+Cslgn Report ror wastewater I- reatment Facilities, prepared by CH2M Hill, June 2004 and supplemented with comments received from AMUC in a letter dated September 20, 2007. 2 AMUC began service in early 2007. The AMUC LOSS includes operational standards and a per capita water demand standard of 110 gped. 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 2018. 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. cm 3-4 P.i"Ier Coun1y110•Ynr Water Supply FWAies Work PNIA10 YmaiOa F - Alan (Final Yareian Sabmihd s DCAXrftlM SadiO. 3.doc81dnGOe i, 17B Section 3 Population and Demand Projections Tahlaa 3.11 Prnieaa_f Pnrnilthiinn !2nri namonA inr Are.e ca... A 1... wuI IP- Year 20072 2008 - -2013 2018 Service Area Population' 2,924 3,886 14,985 27,255 Demand Per Capita (MGD) 110 110 110 110 Annual Average Daily Demand (MGD) 0.32 0.43 1 1.65 3.00 Maximum Month Daily Demand (MGD) 0.39 0.51 1.98 3.60 oerwce area populations oases on ereaminary uesign Keport for Wastewater Treatment Facilities, prepared by CH2M Hill, June 2004 and supplemented with comments received from AMUC in aletter dated September 20, 2007. 2 AMUC began service in early 2007. Cm P..VAIWG0WKVk1ONeew wank SUP* Facftef Work PW1IO VmtiwJ -PIN W" OMion SUbWOd 10 OCAhT*xW Section S.dneBMMCS 3-5 178' "A0 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. Two modifications of the CUP for potable water supply have been requested by CCWSD; one to increase the allocation of freshwater to maximize usage of existing facilities and the other to supply the planned Northeast Regional Water Treatment Plant (NERWTP). The NERWTP and additional planned facilities within the CCWSD system are discussed in Section 5.1. Table 4-1 provides details on the CUPS CCWSD currently maintains and has requested. Tahla d-1_ Cnncmmnfivn Ilan PerMife leer eel ha) CCUAUr% +- 1+0•wen Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit Permitted Wells Date Allocation (MG) Day Allocation Monthly Allocation (MGD) (MG) LT 36 02/08/26 6,868 18.82 N/A 11- 00249 -W HZ1 46 02/08111 5,840 16.00 N/A LH 28 02/08/26 N/A NIA NIA Total 110 20,490 56.14 1981 MIA 11 w _. ti AM S-03 LT 3 TBD 949 2.60 N/A 070529 -12' HZ1 4 TBD 730 2.00 N/A LH 14 TBD 3,650 10,00 N/A Total 21 5,329 14.60 1 452.6 'YS,an>J"`gg,t"'i`.k� fWnF k' Rr�y'.kyC,R {*, ft z ,y 2?�„( LT 7 TBQ 11 -00052 -W2 2;639 7.23 NIA WT 6 TBD 3 2,639 7.23 N/A HZ1 = Hawthom Zone 1 LH = Lower Hawthorn WT = Water Table I Application in process for modification of the consumptive use permit 11 -00249 -W to supply the planned NERWTP. z Consumptive use permit for supplemental reclaimed water welifield. am 4-1 a:T4MWC4Wry.1av4er wew supply Faurd.. wan, rleea10 VM1M e • Plan Fiftliwrwa suW"Od b ocnFraXWS sMkm ssodgrADS 178Ii Section 4 Existing Water Supply Facilities The CCWSD also has a permit for operation of a 1 MGD potable water ASR well near the Manatee Pumping Station Site. Pursuit of Additional Freshwater Withdrawals CCWSD has been and continues to be a leader in the development of alternative water supplies in Florida. Starting in the mid -1990s CCWSD realized that it could not meet the future demands of its customers with traditional water supplies and committed to a program of alternative water supplies that included the use of brackish groundwater and aquifer storage and recovery (ASR) for potable supply, and reclaimed water for irrigation purposes. Through its extensive use of alternative water supplies, Collier County has determined that to most efficiently operate its alternative water supply (low pressure reverse osmosis (LPRO) for brackish water) treatment equipment, it must provide a post treatment blend of freshwater prior to distribution. Therefore, CCWSD intends to continue pursuit of additional ntinirnal freshwater supplies to maximize the efficiency of it alternative water supply program. CCWSD's decision to pursue additional freshwater supplies 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) that 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 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 a decade ago. While CCWSD has identified a desire to pursue additional freshwater withdrawals from the LT Aquifer, it remains committed to AWS and intends to continue to be a steward to this valuable resource utilizing it only to maximize the efficiency of its existing infrastructure and planned AWS projects. The CCWSD's intent to pursue additional minimal freshwater withdrawals from the LT Aquifer to maximize the efficiency of existing infrastructure and planned AWS projects is not inconsistent with the 2005 -2006 LWCWSP published by the SFWMD, which states on page 47, "Additional freshwater supplies may be available in some portions of the LWC Planning Area, but finding permittable sites has been and will continue to be challenging. Site- specific investigations will be needed. Opportunities may also be created by retiring existing nonpotable uses when land uses change or when reclaimed water is supplied, and by designing dry season recharge systems that rely on supplies of reclaimed water or surface water captured during the wet season." The 2005 -2006 LWCWSP also provided the following language on page 96, specific to the CCWSD, regarding the exclusion of freshwater projects submitted by CCWSD from LWCWSP. "Exclusion of freshwater projects from this plan update does not limit or influence the permittability of these supply projects. Supporting studies will be needed to determine availability of traditional sources, which are limited by resources and other constraints." f. PICodier Coumyllo•Year Wow Suwjy.Famiras Work PIem10 Version 6 - Plan (Final. Version Submieed b OCAATexf= See" 4.doeWR2006 4 -2 Section 4 Existing Water Supply Facilities 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 the proposed additional withdrawals. CCWSD is also in the process of constructing freshwater monitoring well clusters around the County that will provide longer term water Ievel data for areas of the County away from its wellfields. 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. For this reason, CCWSD has based its future water supply facilities plans on an ability to obtain a reasonable amount of freshwater to maximize the efficiency of existing infrastructure and planned AWS projects. 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 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 tend to be 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. 41.2.2 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 are treated by cm 4 -3 P:0Mar CountyllS -Year Water Supply Fadillin Work PISMW Version 6 -Flan (Final Version Submtllea b UCAKTBxP09 SeM A I.EOCfiMQM A am FIGURE 4 -1 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN EXISTING CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS c� a €J uj CR ��8 j i � uOKALEL ROAD (CR 848, 0 .75 1.5 SCALE IN MILES NCRWTP VANDERBIL T BEACH ROAi� ¢ � i?1 Of q c� 30,. 24" U, i 30" (CR IN TC'EcTATE SCRWTP RADIO ROA (CR 856 ALJOATCR ALLEY fSA 891 Lo .EVARD EXT. SR LEGEND a- o Da d L EXISTING RAW WATER TRANSMISSION MAINS EXISTING WELLS RATTLESNAKE HAMMOCK ROAD (CR 864; SnBaL PALM am FIGURE 4 -1 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN EXISTING CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS 17B Table d.2_ EYIn ina CCWRI] t�`.nlrlan [:ata 7amiaml Welifinlrll Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) 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 117 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 intonnation on existing wells taken from CUP #11- 00249 -W. CM P:iCopier COUntyttaYear Wets Suppy FedAllesVYa%PNnNO Version6- Plan(Fmel VereiOn SubMtWtOOCAAT600OSection4.ODO Wf2O(* ONEW-11 Section 4 Existing Water Supply Facilities Table 4-3. Existing North Hawthorn RO Wellfield Summary' Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) RO -1 N LH 801 705 16/12' 1000 RO -2N LH 780 734 16/122 1000 RO -3N LH 800 720 16/122 1000 RO -4N LH 891 744 161122 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 161122 1000 RO -11 N LH 951 735 16/122 1000 RO-12N LH 891 730 16/123 1000 RO-13N LH 925 731 161123 1000 RO-14N LH 950 713 16112° 1000 RO-15N LH 957 737 16/123 1000 RO -16N LH 989 751 96/123 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 -101 N 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 -12ON- HZ1 500 1 400 16 1 350 mrormanon on existing Wells taKen Trom GUY FFl l- W;e4S -W. 2 16 -inch casing to 100 feet, then 12 -inch casing to production casing depth. 3 16 -inch casing to 150 feet, then 12 -inch casing to production casing depth. 4 16 -inch casing to 160 feet, then 124nch casing to production casing depth. CM P- ACOMOr cou"10 -Year Wean $W* Feaaaiee work Plan570 version 6 - ran (FnmWelan Submiaae to OCA)Xregk09 SecWft 4.0OMMr2DM 4.6 i 17B Section 4 Existing Water Supply Facilities '{ Table 4-4. Ex sting South Hawthorn RO Wellfield Summa ' Well No. Aquifer Total Depth (ft) Depth of Casing (it) Diameter (in) Capacity (gpm) ROAS HZ1 420 312 16/12' 1000 RO -2S HZ1 400 292 16/122 1000 RO -3S HZ1 403 293 16/122 1000 RO-4S HZ1 402 331 16/122 1000 RO-5S HZ1 1 402 297 16/122 1000 RO-6S 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 RO -108 LH 842 630 16/122 1000 RO -11 S 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 16/12' 1000 RO -15S HZ1 402 295 16/12' 1000 RO -16S HZ1 420 300 16 1000 RO -17S HZ1 420 300 16 1000 RO -188 HZ1 420 300 16 1000 RO -19S HZII 420 300 16 1000 RO-20S HZi_ 420 300 16 1000 RO-21 S 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 -26S HZ1 420 300 16 1000 RO -27S HZ1 420 300 16 1000 RO -28S - HZ1 420 300 16 1000 RO -29S HZ1 420 300 16 1000 RO -30S HZ1 420 300 1 16 1000 mtormation on existing wens taKen from cut' #11- 00249 -W. Z 16 -inch casing to 120 feet, then 12 -inch casing to production casing depth. PXOftr Coumy110.Yw Wear SuWV PBCftft Work P4M10 Verdun S • Plee (Fmd Verdun 5ubmiW b DCAYfTextM SecrM 4AeCMrAo3 4 -7 17B Section 4 Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Welifield Summary' (Continued) Well No. Aquifer Total: Depth ft Depth of Casing ft Diameter (in) Capacity (gpm) RO -31S _HZ1 420 300 16 1000 RO-32S HZ1 420 300 16 1000 RCS -33S HZ1 420 300 16 1000 RO-34S HZ1 420 300 16 1000 RO -35S 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-39S HZ1 400 300 16 1000 R040S LH 1000 700 16 1000 RO-41S HZ1 400 300 16 1000 RO-42S LH 1000 700 1 16 1000 rnrormation on existing wells taken from CUP #11- 00249 -W. 2 16 -inch casing to 120 feet, then 124nch casing to production casing depth. LPRO. Currently, the plant is capable of producing 20 MGD of finished water; 12 `._ MGD from the MF process and S 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 are 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. Tahla AA Smommaru of Pvlafinn f`f`WQh Facility Name Design Ca ac' MGD Raw Water Re uirementz MGD Raw Water Source Traditional/ Altemative NCRWTP MF 12.00 14.12 LT Traditional (Fresh) NCRWTP LPRO 8.00 10.67 LH /HZ1 Alternative (Brackish) SCRWTP LS 12.00 1 12.37 LT Traditional (Fresh) SCRWTP_LPRO 20.00 26.67 LH /HZ1 Alternative (Brackish) Total 52.00 63.82 S WIER II IntnuVft Vfi CAnwl1W utra"It etil rdVi11IIP.S wKen from. Lne touter uounry zuuu water Master Plane Update, adopted by the Collier County BCC on June 24, 2008. 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 finished water capacity by the efficiency of the treatment process. cm 4 -8 P :%CoiHerCOUra1010•yea rWider Supply Fa ilitiee Work Paam110 Veteied 6 - pled iFkW V8?8W Su61AId b OCABTOAN 9edi. 44=0412008 U � ' LEGEND EXISTING POTABLE WATER TREATMENT FACILITIES RADio � �n�" ^ —� ~'�~~ �) 8| u X 17B SCALE IN ES �_ 4-2 ----- mmSmLRnWmwm� COLLIER COUNTY 10-YEAR WATER SUPPLY r�� 8 WORN PLAN EXISTING CCVY8DPOTABLE WATER TREATMENT FACILITIES 178 Section 4 Existing Water Supply Facilities 4.1.23 Pumping, Storage, and Transmission The existing transmission facilities consist of transmission pipelines, water storage tanks, an aquifer storage and recovery (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 operates a 1 MGD potable water ASR system at the Manatee Road Pumping Station. 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 Existina CCWSD Water Storage Faeilitiam 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.$0 Carica Road Pumping Station 10.00 9.30 Manatee Road ASR N/A ^-1 MGD S stem Total I..f.. .at. 38.25 34.80 1111- 1114.1011 to 1 —10119 water storage racnaies taken from the Collier County 2008 Water Master Plan Update, adopted by the Collier County BCC on June 24, 2008, 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 smaller than 16 inches in diameter are generally called distribution mains, branching off the transmission system to supply individual users. A.1041* CuunylHO.YoV wale/ Supply. F4dlNe9 Wmk PIen110 VH610116. Pt n (Fins) Venien Submilled b DCA)YTeAN Sod;w.4.du&4r001 4-10 17B MANATEE ROAD ASR M TE OOSTER y STATION 0 m 4 4 U LEGEND SLE OF CAPRI EXISTING POTABLE WATER STORAGE • OOS,TE STATION FACILITIES �t W V 1 11AR G OSTER F: I.VL.LMK k�VUN I T IU-TLAK WA I LK 5UPPLY FACILTIES WORK PLAN ®""°HAP.41M EXISTING CCWSD POTABLE WATER STORAGE FACILITIES 1'k A k. Y£P Fg5 LEE CO o o m COLLER CO `g cT AE SCRWTP i RADIO ROAD CR 5 ALUr.:Axrg atiEa SR s} S +;i T 4 J x 90ifl;-VARD Ext a (CR Safi) > NAPLES- IMMOKA ;£ERA _,MUO<ALEE ROAD CR n 0 1.5 3.0 �A"roEeaL ACH ao o 5 R. RATTLESNAKE MANAt K AD SCALE IN MILES Rv • A = b CARI NCRWTR BOOSTER 6f STATION Fati� F?inrr P nn fro u; MANATEE ROAD ASR M TE OOSTER y STATION 0 m 4 4 U LEGEND SLE OF CAPRI EXISTING POTABLE WATER STORAGE • OOS,TE STATION FACILITIES �t W V 1 11AR G OSTER F: I.VL.LMK k�VUN I T IU-TLAK WA I LK 5UPPLY FACILTIES WORK PLAN ®""°HAP.41M EXISTING CCWSD POTABLE WATER STORAGE FACILITIES K ' N CATE KWA CV 8U) cT AE SCRWTP RADIO ROAD CR 5 ALUr.:Axrg atiEa SR s} S L.9 4 J 90ifl;-VARD Ext a n 5 R. RATTLESNAKE MANAt K AD MANATEE ROAD ASR M TE OOSTER y STATION 0 m 4 4 U LEGEND SLE OF CAPRI EXISTING POTABLE WATER STORAGE • OOS,TE STATION FACILITIES �t W V 1 11AR G OSTER F: I.VL.LMK k�VUN I T IU-TLAK WA I LK 5UPPLY FACILTIES WORK PLAN ®""°HAP.41M EXISTING CCWSD POTABLE WATER STORAGE FACILITIES 17B ' "1, Section 4 Existing Water Supply Facilities a The transmission mains and major distribution mains that serve the CCWSD are illustrated in Figure 4-4. Overall, the CCWSD owns and maintains over 700 miles of water transmission and distribution pipelines, up to 42 inches in diameter, with over 53,000 individual service connections. 4.1.3 Reclaimed Water Facilities CCWSD operates the largest reclaimed water system in South Florida. Currently, the system serves 28 customers with contractual commitments of 22.3 MGD. The majority of the existing customer base is golf courses, residential communities, environmental mitigation areas, county parks, and roadway medians. There are more than 140 additional entities within Collier County that have requested connection to the reclaimed water system and are currently on a waiting list. 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 EYistinn Wafer RanlnmAtinn {4ibw:li ♦i 1 Facility Name Design Capacity (MGD} NCWRF 24.10 SCWRF 16.00 Total 40.10 �• •••�••�.. �.r �wu„y ..u4v� -WWOMOUVII lawnura inRCn HVm Me %,ower C:ouniy Zuut$ wastewater Master Plan Update, adopted by the Collier County BCC on June 24, 2008. 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.' 4.1.3.2 Reclaimed Water Pumping, Storage, and Transmission The reclaimed water distribution system, which consists of 125 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. This issue is currently being addressed by the development of a reclaimed water booster pump station that will interconnect the two service areas and provide the capacity for transferring up to 5MGD of reclaimed water. Mollm Cou *10_Year WSW supply Fatuities Wak Plmtfp Vuaai 5 • P4n (AMI VOM" SUbmiled 10 WARTokift Sedim 4.40[8/42008 4-12 w G) I OR tsi C"3 LEGEND EXISTING POTABLE WATER TRANSMISSION MAINS NOTE: MANS SHOWN ARE GENERALLY 12' OR GREATER. 8' AND 10' RM M � SiOWN FOR CCAL t f 178 SCALE IN MILES Gw FIGURE 4 -4 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN �Y""mw EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS y� $4 3 a n z O 1.s 3.0 SCALE IN MILES Gw FIGURE 4 -4 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN �Y""mw EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS u6) NARL01'01MRMOKAIEE ROAD E EXIS XI TI NCWRF � Llp. EN QA IVA I-lz LEGEND EXISTING WATER RECLAMATION FACILITIES RF I II 0 1.5 3.0 SCALE IN MILES cm FIGURE 4-5 OVAMWAWHA� COLLIER COUNTY 10-YEAR WATER SUPPLY FACILTIES WORK PLAN EXISTING CCWSD WATER RECLAMATION FACILITIES 17B ^R Section 4 Existing Water Supply Facilities 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 aquifer storage and recovery (ASR) is being developed. The initial phase of the reclaimed water ASR is ongoing with cycle testing to commence within the next few months. 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 WeIlfield 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. Table 4.8. Summary of Existing CCWSD SunntemAntal wand Well No. Aquifer F 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 9 WT 35 20 10 500 10 WT 35 20 10 500 11 WT 35 20 10 500 12 WT 1 35 20 10 500 13 WT 35 20 10 500 "I —.awn VII WAI 1119 Wullb LaKeJFl IfOM k,ur- ffl l- 00052 -W. PA"iw Cw"10 -YOW WOW SUPly iaciflip Work PIaM10.V"'I' 8 • Plan (Find VBalan SUM06d to DCAATawM Sidian kdoWr ON 4 -15 C t" 17B I r � 1 C) LEGEND WATER RECLAMATION FACILITY EXISTING RECLAIMS WATER MAINS WELLFIELpa AL NOTE: 1 AWNS SHOWN ARE GENERALLY 12. OR GREATER. 8' AND 10' MAINS SHOWN FOR CRITICAL LOOPS. 6 12 6 16 :e � `4 8 16 24 24 30 4f •• 8.^.tiTk kFEAC >I p I r`a SC F ,6 LEE CO COLLIER CO it, 6 a O 1.0 2.0 2 g 9 SCALE IN MILES 12 2 us�c aii[ ROAD $5- JiAV,0XALFE ROAD a! . 4 2 12 N WRF p 0 ^ 20 O 20 1 7n 2 Q 0 6 o I r � 1 C) LEGEND WATER RECLAMATION FACILITY EXISTING RECLAIMS WATER MAINS WELLFIELpa AL NOTE: 1 AWNS SHOWN ARE GENERALLY 12. OR GREATER. 8' AND 10' MAINS SHOWN FOR CRITICAL LOOPS. 6 12 6 IM G FIGURE 4 -6 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN �""°� EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM 16 :e `4 8 16 24 24 30 4f •• u Ak NAMM B.TJK SC F ,6 IM G FIGURE 4 -6 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN �""°� EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM 17B Section 4 Existing Water Supply Facilities 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 nowar niamr-# Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit 275 Permitted Date Allocation Day Day 225 140 Wells 400 (MG) Allocation Allocation 230 8 200 4 LT (MGD) 250 11-00013-W Lower Tarniami 16 6/15/2010 1,227 3.36 _(MGD) 4.70 4.2-2 Potable Water Facilities 4.2.2.1 WeRfields, Currently, the 1WSD 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. lrjahlaAAA Well No. Aquifer Tot—at Depth- (ft ) -D--e-pt-h- -O-f-,---,--,,-Diameter Casing( ft in Capacity (gpm) I LT 275 236 4 110 2 LT 225 140 6 400 3 LT 315 230 8 200 4 LT 275 250 8 225 5 LT 275 236 8 225 6 LT 175 95 8 250 7 LT 278 234 8 250 8 LT 200 140 8 350 9 LT 200 140 8 350 10 LT 200 125 8 350 11 LT 200 154 6 250 12 LT 210 140 8 200 13 LT 210 128 8 350 14 LT 180 100 1 8 350 15 LT 180 100 1 8 1 350 16 LT 187 107 6 1 350 E&i Pico wcomwil Tear Water sup* Fwweswoft P1W110 VW'kn 6 -OW Ifina Version SubmiWia DCA)kTexMS@c9on 4�4roM 4-17 UP qqN O t2 S.R,� 29 SA 2 4 iiid zt, � r i � 7£ _ w..A --------- ---- its dR ti- CA awl 7117 -- ----------- ------- a 0 z IL ji NZU) 4<w j " (L 000 LL LL "31:< W} W _j ie 3<: a- M 3z x WW O Z m 0 0 w W 0 17B J Section 4 Existing Water Supply Facilities The Jerry V. Warden WTP is located on the west side of Sanitation Road, south of CR- t- 29. Freshwater from the LT Aquifer is treated at the plant using lime softening (IS). 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 0.9 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. 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 two 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 an on -site 0.5 MG ground storage tank. Water from the Airport WTP is pumped to an 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 summaries the existing water storage facilities utilized by IWSD. Table 4.11. Summary of Existing IWSD Water Treatment Facilities' Facility Name Design Raw Water Raw Water Traditional/ 1.80 Capacity Requirement2 Source Alternative 0.75 (MGD) (MGD) 3.05 3.05 Jerry V. Warden WTP 2.25 2.32 LT Traditional (Fresh) Airport WTIP ; 1.35 1.39 LT Traditional (Fresh) Carson Road WTP 0.90 1 0.93 LT Traditional (Fresh) Total 4.50 4.64 Information on existing water treatment facilities taken from the 2005- .2006 Lower West Coast Water Supply Plan Update approved by the Governing Board of the SFWMD on July 12, 2006. 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 4-12. Summary of Existino IWSD Water Storage Facilities) Facility Name Tank Volume MG Usable Storage Volume MG Jerry V. Warden WTP 1.80 1.80 Carson Road WTP 0.50 0.50 Airport WTP 0.75 0.75 Total 3.05 3.05 H VIUMIauun u[r twuling Ymier storage raciiiiles Laken from GUP #11- oo013 -W. 77 PZGHiIVcounyt14riu WAIN Supply FaciLfies Work PIm1pWN44n 6. Pita (Fnal vmeien SVWW1d10 OCAPTaND Section 4.doclIAM 06 4 -19 17B 16'ti Section 4 Existing Water Supply Facilities 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. There are no current plans to develop a reclaimed water distribution system. 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 4-13. TahIQ 4.43_ Cnnaumn +ivo item Darma. 1­ 4 w., erwlun a.. V^_1 1A Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit 22 Permitted Wells Date Allocation (MG) Day Allocation Monthly Allocation 22 15 8 250 3 MGD MG 35 LT 3 ( roposed) 9/11/2008 331 0.91 33.75 11 -00148 -W WT 9 9/11/2008 N/A I N/A I N/A Total 12 1 702 1 1.92 1 71.50 250 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 two permitted LT wells are proposed and discussed in Section 5.3.1.1. Table 4 -14 summarizes the existing wells operated by FGUA. Tahh% A_4A Summaw of Walla nmara +sA Kv Cd1l IAI Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) 1 WT 22 15 6 200 2 WT 22 15 8 250 3 WT 45 35 6 160 4 WT 45 35 8 200 5 WT 22 15 8 250 8 WT 22 15 8 250 9 WT 1 25 25 10 200 10 WT 25 15 8 200 11 WT 25 15 8 200 n, I.... — V.. cnwuny WW113 IONVI1 11VIT1 %,Vr ff1. 1.VV- 1ffo-YY. PACOMM CeuMyllPYnr Weler supply FOGM iee We* PlanM Yemen 6 - Pb n {Fiim1 VeelOn Subinill" b OCAATexpa Seetim 4.dmBr4f2W EM 3, W 1 S C9 g 0 ao 7 B Y' O tD F JE I Z I w I O p i IL °O o. 1 ❑ I e X � `� �auA►sos I I I OZ J H a-1 00 U- LL. Vf 2 LLJ � F- a~ =a C a° W a 4 ao 3J Cr W a U. � J O W r 3 � Q Z O li C.) tD z �I.- J H O X U W 8 ■ Section 4 Existing Water Supply Facilities 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 RQ for additional capacity. A summary of the existing water treatment facilities is provided in Table 4 -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 4-15. Suminary of Existing FGUA Water Treatmant FwAlitiost Facility Name Design Raw Water Raw A Traditional/ Alternative 0.52 Capacity Requiremene Water Total 1.52 (MGD) (MGD) Source Golden Gate WTP LS 1.22 1.38 WT Traditional (Fresh) GRollden Gate WTP 0.87 1.16 WT Traditional (Fresh) Total 2.09 2.54 r « b � ' �f t , . �� to", � � �- � � 6nu1 mcuun V1 eAlsnF19 wafer treaurleni tacmt(es taKe trom the draft 2007 Water Master Plan Update, prepared byArcadis, June 2007. Based on Monthly Operating Reports submitted to FDEP. 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 4-16 summaries the existing water storage facilities utilized by FGUA. Table 4-16. Summary of Existina FGUA torage 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 draft 2007 Water Master Plan Update, prepared by Arcadis, June 2007. 4.3.3 Reclaimed Water Facilities The FGUA currently disposes of treated wastewater using rapid infiltration basins (RIBS). The existing permitted capacity of the RIB system is 1.25 MGD, which is sufficient to meet the disposal need of the existing 0.95 MGD facility and the planned Phase I expansion of the facility to 1.50 MGD AADF, scheduled to come on -line in 2009. Two planned future expansions of the facility will increase the capacity to 2.00 PACMW CcunW&Y— WM- Supply Flack. Work PI.M10 V-1-n 6 -. Phn (Fiml Version Su0m910 W OCAATO4= S dw 4.&1014120p6 422 17B 4x Section 4 Existing Water Supply Facilities MGD. 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 4-17. Tnhla d_17 Cnnmtnknfiva I lea Dar.nifn lee..n.i s... erutun a.. ^*ri i^ Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit 180 Permitted Date Allocation Day Monthly 180 70 Wells 300 (MG) Allocation Allocation 70 12 300 PW4 LT (MGD) (MGD) 11- 00419 -W LT 6 11/11/2009 313 0.86 37.70 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 4-18 summarizes the existing wells operated by the utility. Tahla d_4R Cummary of Walla n narnfaA k- nT11N Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) PW1 LT 180 70 12 300 PW2 LT 180 70 12 300 PW3 LT 180 70 12 300 PW4 LT 180 70 12 300 nnvnnauwig vn cnlauny wrsua tt wli livin \ivl' *1 1- VVf4IV-VV. 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 4-19. In addition to identifying the design capacity, the amount raw water required to produce the design capacity is also provided. P:1C 11WC10W*10Nwr W.wr S.P* FOCaifes W.rk P1.n%10 Ve Wn S. Pl.n (R.1 V.*.ri SukmMild W OCArTw4108 $.Chen 4AaamrAw 4-24 ( N chi 17B'�� � zo LLI CL Y —J cr 0 LL. CA >. W —j CL CL cj LLJ I.- a <z x W O z n 0 U i t, 7 B14 Section 4 Existing Water Supply Facilities Table 4-19. Summary of EYlstinn r1T1 W Water Trantmnn+ c— no.-t Facility Name Design Raw Water Raw Traditional/ Alternative Orange Tree WTP Capacity Requirement2 Water 0.75 0.73 (MGD) (MGD) Source Orange Tree Wells (MG) Allocation Allocation 0.75 0.94 LT Traditional (Fresh) Total 0.75 0.94 11- 02298-W 0z 3 6/14/2011 460 1.26 43.30 ••••- ••••. -•. " — ,,,,..,....y ..— ...:c. 11-- ra..o MV0 wnan I L I uta GVVU -GVVO LUWUF vvesl boast vvater Supply Plan Update approved by the Governing Board of the SFWMD on July 12, 2006. 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. 4.4.23 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. The transmission facilities utilized by OTUC are shown in Figure 4 -10. Table 4 -20 summarizes the water storage available in the Orange Tree Utility System. Table 4 -20_ Summary of Pxie inn nT1In ctnr�ne e�..au..t nnunnaaun on existing water storage tacmt:es taken from GUP #11- 00419 -W. 4.4.3 Reclaimed Water Facilities Currently, OTUC disposes of all effluent wastewater via RIBs. There are no current plans to develop a reclaimed water distribution system. 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 -21. Table 4 -21_ Cnnaiimntivp "Co Parmitc Iccund F... ¢R•fun s.. euun Consumptive -Facility Name Tank Volume (MG) Storage Volume MG Annual Orange Tree WTP 0.75 0.73 Total 0.75 0.73 nnunnaaun on existing water storage tacmt:es taken from GUP #11- 00419 -W. 4.4.3 Reclaimed Water Facilities Currently, OTUC disposes of all effluent wastewater via RIBs. There are no current plans to develop a reclaimed water distribution system. 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 -21. Table 4 -21_ Cnnaiimntivp "Co Parmitc Iccund F... ¢R•fun s.. euun Consumptive Aquifer Number of Expiration Annual Average Maximum Use Permit Permitted Date Allocation Day Monthly Wells (MG) Allocation Allocation (MGD) (MG) 11- 02298-W LT 3 6/14/2011 460 1.26 43.30 ♦ M P'W-VlI rCoumyn0•YW WOM Supply Faciilin Work PWn70 Version 6 . F1en Ti"I WOW SubmiAed to DWIT94109 Section 4.docaM2009 E { 1 Section 4 Existing Water Supply Facilities 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 -22 summarizes the existing wells operated by the utility. Tahla d-99 QIIMMnn/ of Wade n--* —d B.v ARAI If- Well No. Aquifer Total Depth ft Depth of Casing ft Diameter in Capacity (gpm) PWS -1 LT 120 70 12 700 PWS -2 LT 120 70 12 700 PWS -3 LT 120 70 12 700 nVUI vvr fro 1- V4470 -YY. 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 1.67 MGD using MS. A summary of the existing water treatment facility is provided in Table 4 -23, 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. Tahla d.23 Summ�ru of RriQ4inn AMI If• W.�4wr Ta....a... ...a c�_tu� _1 Facility Name Design Raw Water Raw Traditional/ Alternative 1.50 Capacity Requirement' Water (MGD) (MGD) Source Ave M aria VWTIP 1.67 1.96 LT Traditional (Fresh) Total 1.67 1.96 ' "AN I ;� Y �a.a.vu wi cnwunv cony Niannou watul ueau((en( seines was taxen rrom me vreiiminary Design Report for Ave Maria Utility Company, LLLP and Florida Department of Environmental Protection as prepared by CH2M Hill, Inc., June 2004. 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 -24 summarizes the water storage available in the Ave Maria Utilities System. Table 4.24_ Summary of Pxie Finn ANTI Ir C- 111 +.1 Facility Name Tank Volume (MG) Usable Storage Volume (MG) AMUC WTP 1.50 1.50 Total 1.50 1,50 -.... - ....... ��.� ...y -..,, yw.a„ncar no 1 uoaullc,,. iacmipas was idKen from me rrenmmary uenn 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. ar PaCdiw coumykWyo rwelw Supply Fedl*sWod PWAIOVenbn 8- .PIP.(Final Vwrion SubmMod to OCA)1TezMB Senron 4.dWMrMB 4-27 I 170 Section 4 Existing Water Supply Facilities r' 4.5.3 Reclaimed Water Facilities AMUC is served by one WRF, which is located within the development. The WRF is capable of producing 1.25 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 believes it will be able to utilize 100 percent of the reclaimed water generated. Table 4-25 summarizes the capacity of the existing reclaimed water facility. Tahip d_25_ aummanr of Pv1.atinn AIU11f` w -ne. v....y anti N wcno' uvaut�G::t musi ues tar-en from Ate Kevisea Freurninary Design Report for Ave Maria Utility Company, LLLP and Florida Department of Environmental Protection as prepared by CH2M Hill, Inc., February 2006 and supplemented with comments received from AMUC in a letter dated September 20, 2007. cm 4-28 PA001 r COWItAIGNOw W*W Supply FOCW"s Work PbM1O V9:NOn 6 • Plen (FnN Vegion SubmdW 10 OCApTUNO Section 4.d.WrA03 -- -- — — — —. Facility Name -wv.a ... auvn Fawns Design Capacity (MGD) AMUC WRF (Phase 1) 1.25 Total 1.25 v....y anti N wcno' uvaut�G::t musi ues tar-en from Ate Kevisea Freurninary Design Report for Ave Maria Utility Company, LLLP and Florida Department of Environmental Protection as prepared by CH2M Hill, Inc., February 2006 and supplemented with comments received from AMUC in a letter dated September 20, 2007. cm 4-28 PA001 r COWItAIGNOw W*W Supply FOCW"s Work PbM1O V9:NOn 6 • Plen (FnN Vegion SubmdW 10 OCApTUNO Section 4.d.WrA03 17B 4y Section 5 Planned Water Supply Facilities 5.1 Collier County Water -Sewer District (CCWSD) 5.1.1 Potable Water Facilities 5.1.1.1 Wel fields As part of the CCWSD plan to meet future water supply needs it intends to build the Northeast Regional Water Treatment Plant ( NERWTP) Wellfield Phase 1. The NERWTP Wellfield Phase 1 will be made up of wells tapping the Lower Tamiami Aquifer, the Hawthorn Zone 1 Aquifer and the Lower Hawthorn 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 2018 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 5-2 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 -1_ Plannpd NPRWTP weonaM oa..e a c.....»...�.� Well No. Aquifer Total Depth (ft) Depth of T . 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 161122 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 161122 1000 HZ1 -13 I HZ1 550 400 16/122 1000 HZ1 -14 t. �. .. L HZ1 550 400 161122 1000 _.. _.... _..._.. -.. �..- ..... ............ ........... v.n vv. aNFso..auvu JrW VJC.7 -IG. 216 inch casing to 100 feet, then 12 inch casing to production casing depth. P;1C011ier CounlyllO Y— Wang Sappy pwoulls Wpra Pien176 Varsivn 6 • Pien (final Vemon Submdee to MWeAla Section S.doewrao6 r-1 IFA FAC.H .� aran f 5) Y r i ,x k u m a � a (CR 846i > a NAPES-:MMM FE ROAD 5 4 4ti°JE.4�yt ^K- vbl 0, r ^\ � 1 0 17B LEE CO I wr. WTP -t WTP A3 t At(" y ISR 84 I 0 1.5 3 ,�.. SCALE IN MILES lom LEGEND EXISTING RAW WATER TRANSMISSION LINES PLANNED RAW WATER TRANSMISSION LINES EXISTING WELLS PLANNED WELLS POTENTIAL FUTURE WELLFIELO AREA cm FIGURE 5 -1 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN N orAmmy " HANam EXISTING AND PLANNED CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS s w 'O m } V w d .O R M O d O N U c c A a �a 3 m M L 3 Y W r V O W c4 N m h 27B z MH l 7 B " PA. I I i 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. Additionally, the CCWSD is planning to add HPRO treatment skids at the NCRWTP. The location 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 Lower Tamiami and Hawthorn Zone 1 aquifers. Water from the Lower Hawthorn Aquifer will be treated using LPRO. The first phase of the plant, scheduled to come online in 2018, will have a reliable capacity of 5 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. The CCWSD has plans to expand the reliable capacity of the NCRWTP from its current capacity of 20 MGD to 22 MGD, with the addition of two 1 MGD HPRO treatment skids. The skids will be used to treat water from wells RO-1N, RO-2N, RO-3N, and R04N, which experienced elevated salinity levels shortly after being brought online. The HPRO treatment skids are scheduled to come online in (.. 2012. 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 5-4 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. 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 transmission 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 2018. Ground storage tanks at the proposed treatment facility will provide system CM 5r4 F1CW11er CMrapt o-we. W*%r SUWIV FSCJIMGe Woe P"I WIN 6 • PW [Heel Vefeien rMWM9d to OCA00410 Section 6.40C U MN 17__ ` 1 u� cr LEGEND s %� � EXiSTING POTABLE FACILITIES ATMENT w PROPOSED POTABLE bi WATER TREATMENT I _ } FACILITIES i_ cm FIGURE 5 -2 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN Nomummy—HANSM EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES q4tNiTA . A tl R 57 W FUTURE NERWTP LEE co J o - MIIER CO 3 � (CA 846) x NAPLES- IVIMOKALEE ROAp _ UuiJKA ROAD CR 0 1.5 3.0 uRN�FRR NCRWTP Crt qO, p O SCALE IN MILES Cv " nAm frp A9Aj f US y jny k k A K''AY CR tiSfi SCRWTP , TEPSTA'eF — 7c. ` 1 u� cr LEGEND s %� � EXiSTING POTABLE FACILITIES ATMENT w PROPOSED POTABLE bi WATER TREATMENT I _ } FACILITIES i_ cm FIGURE 5 -2 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN Nomummy—HANSM EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES v. i R f 178 '" L N Q' C c 0 c H E cm U `s !� a Vn° 9U Z Z Z QC _� U m -J o v U O a .Q C � ym N ID ��cp V L CL a� a Y L 0 m o o � U ' m -A c `o V s c O N '� 3 m s � ppclip C-4 20' �3 �p /6 m V J Y J e �> r h aY P !O O O M r h I d mmC� G O O O O N O N tf� O LO wO UO cm O G C W N OD cD ;r� N# rn a J `o N LL O O O it O m E dNd a p J 2 a d ti Z Z co U1 to 2 Z Z FO- 178 '" L N Q' C c 0 c H E cm U Vn° O QC _� U d 3 o v U O a .Q C � ym N ID ��cp V L CL a� c Y L 0 m o o � U ' V E -A c `o V s c O N '� 3 m s � ppclip C-4 20' I in M. ' z 4 179, � 1 LEGEND EXISTING POTABLE • WATER STORAGE FACILITIES FUTURE POTABLE WATER STORAGE FACILITIES •• ATEE ASR MANAT BOOSTER s STATION NZ & s LE OF CAPRI I OST R., ,,TATION h A os cm FIGURE 5 -3 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN QlkRRl"AN°N EXISTING AND PLANNED CCWSD POTABLE WATER STORAGE FACILITIES LEE CO o • w COLUER CO g N E RWTP o N {iR 845} > PlAPi.£$- Wi�p(Ai.fE ROAD . c C..tULAOXA E£ ROAD 0 1.5 3.0 ygH0�8tE AcN Ro D SCALE IN MILES • ' �g � NCRWTP CARI A BOO TE P STATION Oy N v C Q� � 1 q< ~ Z `GOf.O GATE KWAY $86} • SCRWTP E RA010 Rw (CR 856 ALitc;ATOR AiLEY SR 80 ARP T h n 4 YARD EXT. ° a LEGEND EXISTING POTABLE • WATER STORAGE FACILITIES FUTURE POTABLE WATER STORAGE FACILITIES •• ATEE ASR MANAT BOOSTER s STATION NZ & s LE OF CAPRI I OST R., ,,TATION h A os cm FIGURE 5 -3 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN QlkRRl"AN°N EXISTING AND PLANNED CCWSD POTABLE WATER STORAGE FACILITIES �`a''�ER81t, 1Y< ry U } rc` v c0 v. CD 14 17B Ir •� 1� uM.r LEGEND EXISTING POTABLE 0 MA WATER RANSMISSION c� ry1 PLANNED POTABLE WATER TRANSMISSION MAINS {� NOTE: MAINS SHOWN ARE GENERALLY tY OR GREATER 8' AND 10' MNNS SHOWN FOR CRMCAL ' LOOPS. c FIGURE 5 -4 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN EXISTING AND PLANNED CCWSD POTABLE WATER TRANSMISSION MAINS r1 ` dEA LEGEND EXISTING WATER RECLAMATION FACILITIES FUTURE WATER RECLAMATION FACILITIES ` FUTURE V WRF—,,-_* LEE CO o COLLIER CO a m � k' x x (OR 845; - ;MMOKALEE ROAR ROAD CR a r EXISTIN NCWRF 0 1�.5 3.0 s SCALE IN MILES t`- EXIS ING SCWRF 4 U cm FIGURE 5 -5 COLLIER COUNTY 10 -YEAR WATER SUPPLY FACILTIES WORK PLAN NGREEI"AIIAHAI1I� EXISTING AND FUTURE CCWSD WATER RECLAMATION FACILITIES R Section 5 Planned Water Supply Facilities { 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 Collier County to utilize available reclaimed water for distribution is impacted by seasonal fluctuations in demand, with very high demands during the dry season and low demands during the wet season. Table SS identifies the major tasks required to build each of the planned water reclamation facilities, along with the funding source that will be utilized and the scheduled dates for studies, property acquisition, design, permitting, and construction. 5.1.2.2 Reclaimed Water Pumping, Storage, and Transmission The current reclaimed water distribution system consists of 125 miles of transmission and distribution pipeline and 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. This issue is currently being addressed by the development of a reclaimed water booster pump station that will interconnect the two service areas and provide the capacity for transferring up to 5 MGD of reclaimed water. With the expansion of the NCWRF and addition of the NEWRF, 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 Reclaimed Water Master Plan described previously. The new WRF will be capable of temporarily storing reclaimed water on -site. 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 development of the new WRF and the expansion of the reclaimed water ASR is provided in Table 5-9. Table 5-9. Summary of Existing and Planned Roo- Inimpoi Wntar - Qmrane c—nrr —1 Facility Name Year Online Tank Volume (MG) Usable Storage Volume (MG) NCWRF- online 2.00 2.00 SCWRF online 3.00 3.00 Decommissioned Pelican Say WRF online 1.00 1.00 NEWRF 2017 2.00 2.00 Total A-l! A's 8.00 8.00 Reclaimed Water ASR online NIA --1 MGD Reclaimed Water ASR Expansion TBD N/A -4 MGD Total a' –5 MGD Information taken from the Cotner County 2007 Annual Update and Inventory Report on Public' Facilities adopted by the Collier County Board of County Commissioners on November 5, 2007. cm 5-14 P.iCaftr Co 11&10.Yaar W&W Supply FU6005 Wwk pW10 Vmmn 9 • Plan (Final Varaim SvW.41sd to UCAATea010 Sww 5Apc810/M M 'O d C G W d N Y �� t fs i Section 5 Planned Water Supply Facili8es Table 5 -10 identifies the major tasks required to build each of the planned reclaimed water storage facilities, along with the funding source that will be utilized and the scheduled dates for studies, property acquisition, design, permitting, and construction. 5.2 Immokalee Water and Sewer District (IS") 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 wells maintained by the IWSD tap the Lower Tamiami Aquifer, which is a traditional freshwater source. IWSD plans to bring additional wells online to address future demands. 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 expand its Carson Road WTP to meet increasing demands. Table 5 -11 summarizes the treatment capacity of the existing and planned potable water facilities for IWSD. 5.2.2 Reclaimed Water Facilities Currently, IWSD disposes of all effluent wastewater via an on -site spray irrigation field, percolation ponds, or deep well injection. There are no current plans to develop a reclaimed water distribution system. 5.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) 5.3.1 Potable Water Facilities 5.3.1.1 Wellfields FGUA currently operates 11 wells, 10 of which are located on the site of the WTP. To address future demands FGUA is planning to bring three additional wells online in 2008. The locations of these wells are shown in Figure 5 -7. Table 5 -12 summarizes the well FGUA plans to construct. Table 5 -12. Summary of Planned FGUA Wells' Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) 12 LT 180 80 10 810 13 LT 180 80 10 810 14 LI LT 200 1 141 10 200 Information on planned wells taken from CUP #11- 00148 -W. cm 5 -16 kklCa (sr CounlyllbYear Water Suppty Fadailm Wok R1410 version 6 . Pb- (Final version Sornined to CCAATeaH10 Sadion S*dgrM Z A LL E ?A CL us tv tv I-- 178 W V A b A O O t0 1 178 O d z 0 i t) Z V) � a M J W�'w xY_J 7 ce w U U-3 N LLI -j a.. H� J O U N Q � l� w 0. $ r1 y N C H O q W 3z z as a W s �o oz r Z Z O O H U X W w 1H J J O U �i e i L i i 1 1 h C i 7 C Z t t 0 Z t e� i V n E a i f a a s � d 7. N a 't yo m N � N m fA v U � a iT' pap W Q Uj mi 7 L} � d n Ys d c 0 m 0 3 a C_ � m a a o� to `E v d c CL o b N m D � � W 6 1 60 r 2 w m CD eo E C_ c c t7 N W 17 BIN I i a t � a w U o z z z z z z z Z p CL � tty�f N N all W 41 Wiz? ?; m v v 1.`t. v R m r- m F ti H �� }- 1 yy� 13 Coll O p a0 i a iN O I � ' U 0 N M OOi_ d COO c2 N r O CO O c c c c Gi C }O C 0 C O O N O N a °> N CC O C O_ e � a a CL w w E a 0 0 0 z it U- -mi U U U FO , a a s � d 7. N a 't yo m N � N m fA v U � a iT' pap W Q Uj mi 7 L} � d n Ys d c 0 m 0 3 a C_ � m a a o� to `E v d c CL o b N m D � � W 6 1 60 r 2 w m CD eo E C_ c c t7 N W 17 BIN I i a t 9 w Q v as 0 0 M G n C4 17B n Z >- �� J W Q M � Lei O U. Z N W W � �~. W U Iii w W �3 �n ix ti Ld F- J 3 W O .�- W Z 2 Z OD U Z W Ct w Z O (~ U x X W o� } d M, i� 17B Section 5 Planned Water Supply Facilities Table 543 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. 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 plans to expand the facility to a capacity of 2.59 MGD by adding additional RO treatment trains. A summary of the existing and planned water treatment facilities is provided in Table 5-14. In addition to identifying the design capacity of each treatment train, the amount of raw water required to make the design capacity is also provided. Table 5-15 identifies the major tasks required to build each of the planned expansion phases, along with the funding source that will be utilized and the scheduled dates for studies, property acquisition, design, permitting, and construction. 5.3.1.3 Pumpin& 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. 5.3.2 Reclaimed Water Facilities The FGUA currently disposes of treated wastewater using RIBs. The existing permitted capacity of the RIB system is 1.25 MGD, which is sufficient to meet the disposal need of the existing 0.95 MGD facility and the planned Phase I expansion of the facility to 1.50 MGD AADF scheduled to come online in 2009. Two planned future expansions of the facility will increase the capacity to 2.0 MGD. 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. Table 5- 16 identifies the major tasks required to build the project, along with the funding source that will be utilized and the scheduled dates for studies, property acquisition, design, permitting, and construction. 5.4 Orange Tree Utility Company (OTUC) 5.4.1 Potable Water Facilities 5.4.1.1 WeIlfields OTUC currently operates two wells located in close proximity to the WTP. To address future demands OTUC will construct two additional wells that will be put into service in late 2007. Table 5-17 summarizes the additional wells OTUC plans to construct. PAUS. C— MA10- YearW*1.SupPNF oft sWank P1.6110 Vor*Wn8 -Plan ( Fins) Vemon 5YWnMatl1a OCAATeaig 9.ctlon 5.Ooe&42009 5-21 17B"n aJ i 8 3 3 n 0 C � I i a e a 3 1 6 6 c C 0 i a r a � ! Ic 0. HE �U ZZZZ F R 3 giz QL1 a ,. lL LL LL LL �a R � y O � c d � � 3g��coc�i r CMuiN cr V� wNinv�i mg �- O O O N Q c d c cc�'' c coos E d N Z c0c��; tm�gg MONO o €ids_ v v a m IV oa$U' U' Fes-. 8 3 3 n 0 C � I i a e a 3 1 6 6 c C 0 i a r a � ! Ic M 17B '9 9 A y�Y 5 _d s i'. No t • LLI W «� s -- - -- - -- ------------------------------- - - - - -- - - -, ' k iT c•" 6 • R ! -I I t ( a D i D 3 i! a R a/ 6 i 9 i A D D! i ! D i i 7 D a •.: D i • D� i 1 a ( i s t a l I : ! r s " r s R s s . a • s s ! t a a i s a s f ! • t a a IF R F R R i I W ( . • R a R F R R 1 a k F.. X k t ( � � e i k r R • a 0 7 k R t a a a • ( m I : t L a • a . a i i a a a • s i s a i 7 I p I i R = i a . • i s k • ! R = ! (pp � i r r a • a • s e . a ♦ : . • � : ° R ° * 1 ■ a a • R X t s ,/% ! A R � a : t • ° : a . a • a R • i a j m I • t k f • • II 3 R R • M ! i a // ' J z vn �a4 cn CL �3 J � U � 4 � W CK m W � H F" 30 a IX < <� W � } La. 4 Z � O � V Z W J z U lA X W ■ m c d ins I` 16 17B Section 5 Planned Water Supply Facilities Table 5 -17_ Snmmaru of ralanncd nrl Il_ well& Well No. Aquifer Total ft Depth of Diameter Capacity (gpm) (MGD) LWCWSP —Depth Casing ft in 700 PW5 LT 180 70 12 300 PW6 LT 180 70 12 300 5.4.1.2 Water Treatment Facilities OTUC is currently expanding its water treatment plant from 0.75 MGD to 1.50 MGD to address future demands. OTUC intends to submit the permit for the expansion to the FDEP in 2008. The planned expansion will provide ample capacity to bring the utility from the current demand level to those forecasted for 2012. Table 548 summarizes the existing and planned water treatment facilities. Tahle 5 -1a_ Summary of Pviafinn ane6 01-n —A n•ru& sI&#- Facility Name Year Online Design Capacity Project Identified In Diameter (in) Capacity (gpm) (MGD) LWCWSP Orange Tree 12 700 WTP Online 0.75 N/A Orange Tree 700 PWS-6 LT WTP Expansion 2009 0.75 No Total r 1.50 �� r x 12 700 PWS -8 LT _ - ° ^a W „W r,a „ "w w—, a 111 ona lacmucra ware (alien Trom ine a -malt memo submitted by &W; the Collier County Community Development and Environmental Services on September 27, 2007. 5.4.2 Reclaimed Water Facilities Currently, OTUC disposes of all effluent wastewater via RIBs. There are no current plans to develop a reclaimed water distribution system. 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. To address future demands AMUC is planning to bring additional wells online. The locations and specifics of these wells have been determined and planned for. Table 5- 19 summarizes the additional wells AMUC plans to construct. Tnhla 5_14 CnrnMft-, -f 01 --A K W lf+ vlf..u.. Well No. Aquifer Total Depth (ft) Depth of Casing (ft) Diameter (in) Capacity (gpm) PWS-4 LT 120 70 12 700 PWS -5 LT 120 70 12 700 PWS-6 LT 120 70 1 12 1 700 PWS -7 LT 120 70 ' 12 700 PWS -8 LT 120 70 12 700 ••.••.....�...�„ , L,axnn u wcpv aancn nv111 vvr f p s 1- VjrZW0-VV. PA0W1W CW*A10•Vwr Walw 9M*Far804c Wmk Fk4110 Vxfbn 6 -Plan (FinN Vm.ian %AmWAd to 005y1T nalo Swdion 5.d*W4rj006 5 -27 17B Section 5 Planned Water Supply Facilities Table 5 -20 identifies the major tasks required to build each of the planned wells, along with the funding source that will be utilized and the scheduled dates for studies, property acquisition, design, permitting, and construction. 5.5.1.2 Water Treatment Facilities Ave Maria Utilities operates one WTP, which is Iocated west of Camp Keais Road, north of CR -858. The current capacity of the WTP is 1.67 MGD using MS. AMUC plans to expand the facility through three subsequent expansions to a capacity of 5 MGD by adding additional MS treatment trains. A summary of the existing and planned water treatment facilities is provided in Table 5 -21. In addition to identifying the design capacity of each treatment train, the amount raw water required to achieve the design capacity is also provided. Table 5 -22 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. 5.5.2 Reclaimed Water Facilities AMUC is served by one WRF, which is located within the development. The WRF is capable of producing 1.00 MGD of reclaimed water. AMUC plans to expand the WRF three times to a total capacity of 4.67 MGD. Table 5 -23 summarizes the capacities of the existing and planned phases of the WRF. Table 5.23_ Summary of Fn•in *inn �nei Dh.,,ne.r erurrr w..�,.. 0..,.1....,._a:__ �__:rs__t Facility Name Year Online Design Capacity (MGD) Project Identified In LWCWSP AMUC WRF Phase 1 Online 1.25 Yes AMUC WRF Phase 2 TBD 1.25 Yes AMUC WRF Phase 3 TBD 1 9.25 Yes AMUC WRF Phase 4 TBD 1.25 Yes Total 5.00 ••• ••••.••+•• v.. vn•.,auy rauu prouncu rvalul uOau"013 IaGllAluS LSjKer} TfUm me K @YISeQ Yre�lminary Design Report for Ave Maria Utility Company, LLLP and Florida Department Environmental Protection as prepared by CI-12M Hill, Inc., February 2006 and supplemented with comments received from AMUC in a letter dated September 20, 2007. 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. 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 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. cm 5-25 PAC0KW Coun1y11D•YM Walar SuPPty FadU0n Work PWM1D Vpgan 5- Plan (Final Vusion So6m4W b DCAAT*gH0 Salon 5AJwV4J2W$ / . c .c � ¥ 2 . . �.� .. � �� § ooaw0 �kkkkk v N C%j cli � § % k %k - , 2 . k .... � ©2aa© � /jkuk 2 . J»R,aa CL Ll ca la J\k/ � � nano LA 2�� /gip .� t--Q .��co : .CL co a■ � a aaa.a .. � �� n w 1 9 b4 LL m .V m o � n J m 3 .6 Eg_ 7 � C m � A Q m O C . m = t N G G: m O � O O €' �' W all 0 G C a c � m 3z RU � � c CL N c C O c C 6� �a m 9 � N ro Jq ts c - r 176 2 s 0 `�tss 3 °s } Z° Z° z J �kfi+ c =41 v v v v Q m O g F.. � i"' i• � i m m i •� � e- K7 r- G tp � oc Zh O o N U } O Q N N N ID 41 W N Lm L L m Z V D D LL Q Q Q Q `i0- b4 LL m .V m o � n J m 3 .6 Eg_ 7 � C m � A Q m O C . m = t N G G: m O � O O €' �' W all 0 G C a c � m 3z RU � � c CL N c C O c C 6� �a m 9 � N ro Jq ts c - r 176 2 s 0 IL IE I 17B ��; of - 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 2018. 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. T2h1* R -1 rnnnAty Ann1weia fnr rf`Wan vwn,u . U yr cmwu many nvyaneu t nsatit -it %.apauny t9: -i f gpco. Trom Hvauame rawity capacity. s 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. A 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 2018. CCWSD currently has an application (060908 -9) in to the SFWMD to increase the withdraw limit on the Lower Tamiami Aquifer specified in the current CUP. When this modification is approved, the Annual Average Allocation for the permit will increase to 63.82 MGD. CCWSD has another application (070529 -12) in for a new CUP for the planned NERWTP wellfield as described in Table 4 -1. When the new CUP is approved CCWSD will be authorized to withdraw an additional 14.60 MGD from its source aquifers. Table 6 -2 i CM 6-1 P:W4W r CoumyLlO.Ypr W9W supply Foclit -Wank P4nuo Ventlen a. Ptah (FIMI VOF im Sumnmed 10 OCATT•xnr 7 SecaDn &docffi.12009 2005 2008 2013 2018 Service Area Population 180,463 205,433 255,594 296,555 Demand Per Capita (MGD) 170 170 170 170 Required Treatment Capacity @ 170 gpcd (MGD) 30.68 34.92 43.45 50.41 Available Facility Capacity (MGD) 40.00 52.00 54.00 59.00 Facility Capacity Surplus (Deficit) (MGD)' 9.32 17.08 10.55 8.59 Raw Water Requirement (MGD)2 35.39 41.05 53.76 62.66 Permitted Amount (MGD Annual Average)3 56.14 56.14 56.14 56.14 Permitted Surplus (Deficit) (MGD)4 20.75 15.09 2.38 1 (6.52) vwn,u . U yr cmwu many nvyaneu t nsatit -it %.apauny t9: -i f gpco. Trom Hvauame rawity capacity. s 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. A 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 2018. CCWSD currently has an application (060908 -9) in to the SFWMD to increase the withdraw limit on the Lower Tamiami Aquifer specified in the current CUP. When this modification is approved, the Annual Average Allocation for the permit will increase to 63.82 MGD. CCWSD has another application (070529 -12) in for a new CUP for the planned NERWTP wellfield as described in Table 4 -1. When the new CUP is approved CCWSD will be authorized to withdraw an additional 14.60 MGD from its source aquifers. Table 6 -2 i CM 6-1 P:W4W r CoumyLlO.Ypr W9W supply Foclit -Wank P4nuo Ventlen a. Ptah (FIMI VOF im Sumnmed 10 OCATT•xnr 7 SecaDn &docffi.12009 1 7 B 111, Section 6 Facilities Capacities Analysis shows a revised version of the CCWSD capacity analysis, taking into account the additional CUP allocation that CCWSD is currently pursuing. Tabla 6.2_ Revised Cannelty Analvsin fnr CCWQn valwlarcu uy auuuawlly r[�qulreu i realfmni lrapacily L 1 fv gpco Trom Avellet)le Facility Capacity. s Raw water requirement is the amount of raw water need to make a certain amount of finished water. It is calculated by dividing the Required Treatment Capacity @ 170 gpod by the efficiency of the treatment process. CUP based on existing permit (11 -00249 -W) and allocation increases currently in process. a Calculated by subtracting the Raw Water Requirement from the Permitted Amount. The allocation increases currently in process will allow CCWSD to meet its supply needs when the NERWTP comes online. 6.2 Immokalee Water and Sewer District (IWSD) Table 6-3 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. However, the allocation of the underlying CUP (11 -00013 -W) does not cover the withdrawals required to make the finished water demand. Tahler RA Can7rriiu dnialy is inr IWUQn 2005 2008 2013 2018 Service Area Population 180,463 205,433 255,594 296,555 Demand Per Capita (MGD) 170 170 170 170 Required Treatment Capacity @ 170 gpcd (MGD) 30.68 34.92 43.45 50.41 Available Facility Capacity (MGD) 40.00 52.00 54.00 59.00 Facility Capacity Surplus (Deficit MGD) 9.32 17.08 10.55 8.59 Raw Water Requirement (MGD)' 35.39 41.05 53.76 62.66 Permitted Amount (MGD Annual Average) 56.14 63.82 63.82 78.42 Permitted Surplus (Deficit) (MGD) 20.75 22.77 10.06 15.76 valwlarcu uy auuuawlly r[�qulreu i realfmni lrapacily L 1 fv gpco Trom Avellet)le Facility Capacity. s Raw water requirement is the amount of raw water need to make a certain amount of finished water. It is calculated by dividing the Required Treatment Capacity @ 170 gpod by the efficiency of the treatment process. CUP based on existing permit (11 -00249 -W) and allocation increases currently in process. a Calculated by subtracting the Raw Water Requirement from the Permitted Amount. The allocation increases currently in process will allow CCWSD to meet its supply needs when the NERWTP comes online. 6.2 Immokalee Water and Sewer District (IWSD) Table 6-3 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. However, the allocation of the underlying CUP (11 -00013 -W) does not cover the withdrawals required to make the finished water demand. Tahler RA Can7rriiu dnialy is inr IWUQn �y ouya,a @tu pl1fllual r%vwlayc uauy urJmanu rrum rwaiiaaie racuny L;apaclty. z 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 3.36 MGD annual average expires June 15, 2010. 4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.2 P1C ll1W COUW10 -YW VVVW Supply F&tMiM WO1k Plun110 Vmien 6 • Plan (Final Vanier Submittal to DCA„T69M I Se Wn 6AWWFAM 2005 2008 2013 2018 Service Area Population 22,206 23,784 26,638 29,664 Demand Per Capita (MGD) 182 182 182 182 Annual Average Daily Demand (MGD) 4.04 4.33 4.85 5.40 Available Facility Ca acity (MGD 4.50 5.60 5.60 6.60 Facili ` Capacity Surplus (Deficit) (MGD) 0.46 1,27 0.75 1.20 Raw Water Requirement (MGD} 4.17 4.46 5.00 5.57 Permitted Amount (MGD Annual Average) 3.36 3.36 3.36 3.36 Permitted Surplus (Deficit) (MG D)4 (0.80) (1,10) (1.64) (2.20) �y ouya,a @tu pl1fllual r%vwlayc uauy urJmanu rrum rwaiiaaie racuny L;apaclty. z 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 3.36 MGD annual average expires June 15, 2010. 4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.2 P1C ll1W COUW10 -YW VVVW Supply F&tMiM WO1k Plun110 Vmien 6 • Plan (Final Vanier Submittal to DCA„T69M I Se Wn 6AWWFAM Section 6 Facilities Capacities Analysis pyr 6.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) Table 64 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. However, the allocation of the underlying CUP (11- 00148 -W) does not cover the withdrawals required to make the finished water demanded. An increase in the CUP is being applied for as part of the permit renewal. The increase will cover the future withdrawals needed. Table R.4_ Canarity Analvale fnr IM.1IA k.atcutaieu oy suoiracung Annua( Average uaiiy uemana from Available Facility Capacity. z 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 1.92 MGD annual average expires September 11, 2008. l_ a Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.4 Orange Tree Utility Company (OTUC) Table 6-5 shows the capacity analysis for OTUC out to 2012 when it is proposed to be taken over by CCWSD. The improvements planned by the OTUC for the 10 -year planning period are sufficient to meet the demands of the service area. However, the allocation of the underlying CUP (11- 00419 -W) does not cover the withdrawals required to make the finished water demanded in 2012. Table 6 -5. Canacilty Analvaia Mr InTIIC 2005 2008 2013 2018 Service Area Population 13,642 ` 14,224 15,704 17,339 Demand Per Capita MGD 109 109 109 109 Annual Average Daily Demand MGD 1.49 1.55 1.71 1.89 Available Facility Capacity MGD 2.09 1 2.09 2.34 2.59 -Facility Capacity Surplus Deficit MGD' 0.60 0.54 0.63 0.70 Raw Water Requirement MGD s 1.77 1.91 2.17 2.46 Permitted Amount MGD Annual Average 3 1.92 1.92 1.92 1.92 Permitted Surplus Deficit (MGD )4 0.15 0.01 0.25 0.54 k.atcutaieu oy suoiracung Annua( Average uaiiy uemana from Available Facility Capacity. z 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 1.92 MGD annual average expires September 11, 2008. l_ a Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.4 Orange Tree Utility Company (OTUC) Table 6-5 shows the capacity analysis for OTUC out to 2012 when it is proposed to be taken over by CCWSD. The improvements planned by the OTUC for the 10 -year planning period are sufficient to meet the demands of the service area. However, the allocation of the underlying CUP (11- 00419 -W) does not cover the withdrawals required to make the finished water demanded in 2012. Table 6 -5. Canacilty Analvaia Mr InTIIC k.mcuiakeu oy suou-acung Annuai Average uany uemana from Available Facility Capacity. z 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. CM 6 -3 P.WaMw CountyHp.Year Water Supply Fuaittae Work Ptam10 Version 6 . Ran (Flnei Version Submitted to DCAATeeltt t Section GA=V412M 2005 2008 2012 Service Area Po ulabon 2,631 5,700 9,500 Demand' Per Ca ka MGD 100 100 100 Annual Average Daily Demand MGD 0.26 0.57 0.95 Available Facility Capacity MGD 0.75 0.75 1.50 Facility Capacity Surplus Deficit (MGD)' 0.49 0.18 0.55 Raw Water Requirement MGD s 0.34 0.73 1.22 Permitted Amount MGD Annual Avera e 3 0.86 0.86 0.86 Permitted Surplus Deficit MGD' 1 0.52 1 0.13 0.36 k.mcuiakeu oy suou-acung Annuai Average uany uemana from Available Facility Capacity. z 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. CM 6 -3 P.WaMw CountyHp.Year Water Supply Fuaittae Work Ptam10 Version 6 . Ran (Flnei Version Submitted to DCAATeeltt t Section GA=V412M 1 17B Section 6 Facilities Capacities Analysis A Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6.5 Ave Maria Utility Company, LLLP (AMUC) Table 6-6 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. However, the allocation of the underlying CUP (11- 02298 -W) does not cover the withdrawals required to make the finished water demanded. It is assumed that any short comings of the CUP will be addressed by AMUC prior to the development of the infrastructure. iahle 6.6_ Canneitu AmOvain Mr AUI If' r11VIVV u'VC311 owl Vivo 111 COr(y 4VV r. z Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. s 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. CUP (11 -02298 -W) for 1.26 MGD annual average expires June 14, 2011. 5 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Cm 6-4 Mal for eaoagAtp.Yeer Water Supply Fwmn work PInN10 Vnebn 6 - Plan (Final Version Submitted to OCANTmriit Section 6.aocIVAI pa 2007' 2008 2013 2018 Service Area Population 2,924 3,886 14,985 27,255 Demand Per Capita MGD 110 110 110 110 Annual Average Daily Demand MGD 0.32 0.43 1.65 3.00 Available Facility Capacity MGD 1.67 - 1.67 4.17 5.00 Facility Capacity Surplus (Deficit) MGD z 1.35 1.24 2.52 2.00 Raw Water Requirement MGD s 0.38 0.50 1.94 3.53 Permitted Amount (MGD Annual Avera e ° 1.26 1.26 1.26 1.26 Permitted Surplus Deficit (MGD )5 0.88 0.76 0.68 227 r11VIVV u'VC311 owl Vivo 111 COr(y 4VV r. z Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. s 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. CUP (11 -02298 -W) for 1.26 MGD annual average expires June 14, 2011. 5 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Cm 6-4 Mal for eaoagAtp.Yeer Water Supply Fwmn work PInN10 Vnebn 6 - Plan (Final Version Submitted to OCANTmriit Section 6.aocIVAI pa 17B 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 Unified land Development Code (ULDC); • Requiring use of xeriscaping and other drought- tolerant vegetation in portions of the ULDC; ■ 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 3.9 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 only high -use consumers. CDIYI �_t PACOiie+CcoMY00 -Yau Water Supply FaciMiea Wmk P1611110 Version 6- Plan WM INI V in SLMM*W b DCAAT.xM2 Section T.dx6NM1006 Section 7 Conservation Regulations and Practices In addition to these water conservation measures, the PUD 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 participate in events, such as "Senior Expo" and "Government Days," to take the water conservation campaign to the public. Utility bill inserts and advertising have further helped to spread the message. The County has actively been promoting the "Fridays are Dry Days" campaign, which has become the tag line on commercials airing on radio stations throughout Collier County. These stations were selected to target a large number of consumers, including those that 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. Collier County's Water Department 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. Collier County's average unaccounted -for water is currently below 10 percent, due to aggressive water loss management practices. Specific projects the Water Department has completed that aid in 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 100 galvanized service replacements throughout the Water District annually. This increases reliability of water services and reduces potential water loss. ■ As part of an ongoing replacement program, the Water Department has replaced over 40,000 meters in the last three years. These new meters utilize automatic meter reading technology, which will increase the reliability of the meter reading process and decrease the amount of unaccounted for water usage. ■ Completing replacement projects on several substandard water mains. This improves service reliability and fire protection capacity, and reduces the potential for water loss. ■ Large meters throughout the County service area are tested twice per year. This decreases unaccounted -for water loss. firm 7_2 P9Collier Coumyl O.Yev Waler Supply F6aiilioSWgk P1@n11OVW*" 6- Phn (Flnel Version Submehtl to DCAg"U12 SoMn 7AXOWd M g Section % Conservation Regulations and Practices ■ 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 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. 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. CDIUI T- P:ZnNer Cmw010•Y"r Ww« Supply Fecd8lee Wwk Ptem1D Version 6 •.Pion (Fowl Version Submitted to OCAAT*012 SsWion 7.OKW4/2W8 17B Section 7 Conservation Regulations and Practices E. Leak Detection Program: The applicant does not have an unaccounted -for water and leak detection program because the unaccounted -for water losses are less than 10 percent. F. Rain Sensor Device Ordinance: An ordinance which requires any person who purchases and installs an automatic lawn sprinkler system to install, operate, and maintain a rain sensor device or automatic switch which will override the irrigation system with the occurrence of adequate rainfall is currently not in effect for the service area. The utility will request that Immokalee adopt an ordinance within 1 year of the permit issuance. G. Water Conservation Education Program: The applicant distributes pamphlets, makes school visits, and provides information booths for employees and customers. Information signs, press releases, and messages about water conservation on the bills are also utilized. H. Reclaimed Water: Currently, all wastewater effluent is disposed of via a spray irrigation field and percolation ponds. 7.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) The conservation plan implemented by FGUA is described in the utility's consumptive use permit as follow: 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, PAC60I0 C=MVkI"W Water Supply Fac taa Work PWa10 Vernlon 6 - Pbn (F" Vanden SubMAW to 0CAATex012 Section T.dmY4f2M 7-4 �. 7 Section 7 Conservation Regulations and Practices 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. 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 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. 7_5 P1CaNiarCp AVA10.Yaar Wa%r Sappy Fac"w Work P%,A10 VaraiO4 6 - Pkn (Fins) Ywaian Submided to DCA)kT9*12 Sacpoo T.dxNU Qp8 7 Section 7 Conservation Regulations and Practices 7.5 Ave Maria Utility Company, LLLP (AMUC) The conservation plan implemented byAMUC is described in the utility's consumptive use permit as follow: Per Section 2.6.1 of the Basis of Review, public water supply in excess of 500,000 gallons per day require 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 PIumbing 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 cm 7 -6 P.9C04ior Cnunlyll ?Year Water Supply Feciatia Wufk 1pIaM10 VWS10n 6 • Plan {Final Vanion Su0mi1W to OCAyiToxK12 Soeuon 7ADW412006 Section 7 Conservation Regulations and Practices percent. The teak 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 program could include presentations by Utility staff, such as water conservation topics discussed during tours conducted at the 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. PAWKWCou14yA06YOW Waly Sappy F.OIW a Wok PhmtO VGMWe 6- PIM (Fm I VeraWn SubmMeA to OCAATex612 Sedge 74pc242006 7.7 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 2008 Water and Wastewater Master Plan Updates, which were published in June 2008. 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 new supply projects, while user fees are used to fund operations, maintenance, and replacement of existing facilities. 8.2 Immokalee Water and Sewer District (IWSD) Included are approved projects that are expected to be completed in the 2008 - 2013 fiscal years. IWSD receives funding in the form of USDA Rural Development loans and grants. USDA has provided $3,000,000 in grant funding to complete these projects. IWSD currently does not charge impact fees, and loans are repaid with water and sewer user fees. The capital improvement projects pertinent to future water supply are summarized in Table 8 -2. 8.3 Florida Governmental Utility Authority (Golden Gate) (FGUA) The most recent list of FGUA water and wastewater capital improvement projects was provided in a letter dated December 21, 2007. The capital improvement projects pertinent to future water supply are summarized in Table 8 -3. As a utility near build out, FGUA funds its capital projects through user fees. 8.4 Orange Tree Utility Company (OTUC) OTUC provided a summary of its capital improvement projects in a Ietter dated September 27, 2007. Table 8-4 summarizes the capital improvement projects for OTUC. 8.5 Ave Maria Utility Company (AMUC) AMUC provided a summary of its capital improvement projects in a letter dated September 20, 2007. Table 8 -5 summarizes the capital improvement projects for AMUC. Ci 8-1 PSCO2i.r Counly17RVew went supply Fadib.. 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C7 U' U' C9 C7 C7 C7 C7 U' U' C9 � c LL yyqq � C C (•!di C � L N O_ 00 C ro a d LL m Wm m m Gi mm m N 01 d LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL 7 7> > 7 7 >> 7 7 7>> N M 17B H 8 8 a 3 g3 d j{ 17B at 4 !63 Cr Z z c C U R U 'o C u � Q F 17B at 4 !63 R, 9 i }� \k \} � K C4 • � ( ( � CL 7 f $ k 2 £ $ IL MM .0 .20 z z z 7 z z D U) E P. N P. P. p L) ll� i cm Appendix A Interlocal Agreement Between CCWSD and the City of Naples 178 ire f,. 1 City of Naples Water and Wastewater Service i. 2 INTERLOCAL AGREEMENT ACCORD AND SATISFACTION 3 4 THIS INTERLOCAL AGREEMENT, (herein "this Agreement') is entered into this 5 day of , 2008, between the City of Naples, Florida ( "City ") and 6 the Board of County Commissioners of Collier County, Florida ( "County "), as the 7 Governing Body of Collier County and as Ex- Officio the Governing Board of the Collier 8 County Water -Sewer District ( "CCWSD" ). 9 10 ARTICLE ONE = BACKGROUND INFORMATION 11 12 1. By enactment of City of Naples Ordinance No. 2698 (passed 2"d reading on June 13 15, 1977), the City exercised its Chapter 180, Florida Statutes, power and authority to 14 extend the City's water and wastewater utility facilities into specific geographic areas in 15 unincorporated Collier County as such areas are depicted by a one (1) page map and a 16 twenty -one (21) page legal description that was attached to and made a part of that 17 Ordinance. 18 19 2. The County and the City entered into a Basic Agreement (the "BA ") effective 20 October 16, 1977. The original BA addressed only potable water service from the City to 21 specified geographic areas in unincorporated County (as such areas are described by 22 the legal description in Exhibit "A" that was attached to the BA). The following items 23 were attachments to the original BA: 24 a. Exhibit "A" - (2 pages). Page 1 of Exhibit A is a "metes and bounds 25 legal description" of the City's Water Service Area Boundary. Page 2 of that 26 Exhibit "A" is a map (graphic) depicting the then existing geographic boundaries 27 of the City's Water Service Area. 28 b. Exhibit "B" is a 1 -page map (graphic) entitled "City Franchised 29 Water Service Area." 30 C. Exhibit "C" is a 1 -page map (graphic) denoted as "City Raw Water 31 Transmission Main and Supply Wells." 32 d. Exhibit "D" is a 5 -page "preliminary report" (in letter form) signed by 33 Ted Smallwood on behalf of "BC &E /CH2M Hill." That Report (at its page 5) 34 states that it is "... a preliminary report intended only to provide general guidance 35 to both the City and County in establishing policy for the future of the respective 38 governing bodies' utilities." 37 38 3. Addendum #3 to the BA addressed (for the first time) wastewater service from 39 the City to specified geographic areas in unincorporated Collier County. 40 4. The original BA has been amended by two (2) "Amendments" and by nine (9) t.. 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 "Addendums." The BA and the eleven (11) amending agreements are: City's Authorization dive Date Item's Description Applicability CRY Res. No. 2783 October 16 1977 The Basic Agreement Active City Res. No. 3284 June 20, 1979 Addendum #1 Added 2 water meter sites City Res. No. 3305" August 1, 1979 ` Addendum # 2 Added 1 water meter site City Res. No. 3502 Aril 2 1980 AMENDMENT # 1 Fully Executed Ci Res. No. 84 -4526 Au ust 15,1984 AMENDMENT # 2 Fully Executed City Res. No. 84 -4598 November 7 1984 Addendum # 3 Active Cily Res. No. 86 -5136 November 3 1986 Addendum # 4 Ful Executed City Res. No. 86 -5160 December 3 1986 Addendum # 5 Fully Executed City Res. No. 87 -5430 November 18 1987 Addendum # 6 Fully Executed City Res. No. 89 -5733 February 1 1989 Addendum # 7 Fully Executed City Res. No. 90 -6117 May 16 1990 Addendum # 8 Fully Executed City Res. No. 91 -6347 Aril 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. ADDENUM #2 added one (1) additional water service connection point as follows: King's Lake North — Eastem end of Estey Drive. AMENDMENT #1 (a) amended BA paragraph 13 to agree that the City was to quitclaim specified utility facilities to the County regarding the City's water service to the BA's Exhibit B water service area; (b) added a new paragraph 13A into the BA (regarding planned relocation of City-owned water tank) and (c) amended BA paragraphs 7, 8, 11 and 21. AMENDMENT #2 (a) added a new subparagraph (h) to BA paragraph 2 (to add one additional connection point to the City's 5 million gallon water storage tank, located at Carica Road, subject to the County assuming permanent water service to the geographic areas described as south of township line between Townships 48 South and 49 South, outside of the City's water service area as depicted on the BA's Exhibit A; (b) Amended the BA's paragraph 3 to establish a rate payment formula applicable to only BULK water sold by the City to the County; (c) Amended paragraph 7 to the BA to agree that the water meter at U.S. 41 and Thomason Drive would remain in place and continue to be used; (d) Also amended the BA's paragraph 8 to agree that the City could limit the quantities of its supply of BULK rate City treated water; (e) Deleted BA paragraphs 9 and 10; (f) Amended BA paragraph 12 to agree that the City could limit the quantity of the City's supply of BULK water if the County did not commence construction of specified water facilities by January 1, 1989; and (g) Amended BA paragraph 13A to agree that the County would pay interest regarding specified construction costs. Addendum #3 acknowledged that the City was serving (and would continue to permanently serve) twenty- two (22)' geographic areas listed therein with wastewater service and also agreed to many specifics regarding that wastewater service. Paragraph 7 in Addendum #3 refers to then existing contingencies regarding possible wastewater service from the City to the Pine Ridge Industrial Park. (Permanent wastewater service to the Pine Ridge Industrial Park is currently being provided by the CCWSD). 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 R max:, f$ , 178 "I 81 City: Bear's Paw, Poinclana Village, Poinciana School, Pine Woods, Naples Bath and Tennis, and The 82 Falls. 83 84 Addendum #5 transferred the Sutherland Center to the City for five (5) years of interim water service from 85 the City. (The CCWSD now supplies permanent water service to the Sutherland Center). 86 87 Addendum #6 agreed that the City would provide interim water service to the Pine Ridge Middle School. 88 (The CCWSD now supplies permanent water service to that school.) 89 90 Addendum #7 agreed that the City would provide interim water service to the East Naples Community 91 Park. (The CCWSD now supplies permanent water service to that Park.) 92 93 Addendum #8 agreed that the City would supply bulk potable water service to the Wyndemere 94 Subdivision. (The CCWSD now supplies permanent water service to that subdivision) 95 96 Addendum #9 agreed that the City would provide interim water service to the North Naples Fire Station. 97 (The CCWSD now supplies permanent water service to that Fire Station.) 98 99 5. Only the original BA (regarding water service), and Amendment #2 (amending loo the BA's Paragraph 3 to create a rate payment formula applicable to BULK water sold 101 by the City to the County), and Addendum #3 (regarding City wastewater service 102 including no sewer service surcharge to twenty -two listed geographic areas) have 103 provisions that have not been fully executed. All of the other ten (10) above - listed items 104 have been fully executed. Several of those items applied for limited time periods that 105 have come and gone. 106 107 6. Except as provided in paragraph 5, above, this Agreement cancels and 108 supersedes the BA, the two (2) amendments to the BA and the nine (9) addendums to 109 the BA. This Agreement does not affect any previously executed aspect of the BA, or 110 any amendment or addendum to the BA, such as and without limitation: (a) transfer of 111 title to any real property and /or any previously executed transfer of title to any personal 112 property; (b) any prior grant of, transfer of, or any other right to use any property 113 including easements; nor (c) any prior grant of any right to use personal property. This 114 Agreement does not affect any now existing water interconnection service site, any right 115 of any water or sewer service customer or service site, or any third party beneficiary. 116 117 7. Term of this Agreement. This Agreement shall continue until, if and when, 118 terminated in writing by the City and the County. 119 120 8. Amendments to this Agreement. This Agreement shall be amended only by 178 121 written amending agreement(s) executed by the City and by the County and which shall 122 include the following example (title): "This First Amending Agreement amends the 2008 123 City of Naples, Collier County Interlocal Agreement - Accord and Satisfaction." The 124 Second Amending Agreement shall be titled "This Second Amending Agreement...." 125 126 9. Successors and Assigns. This Agreement shall be binding on the successors 127 and/or assigns, if any, of the City, the County and /or the CCWSD. 128 129 10. Definitions. "Complex" refers to the County Courthouse Complex. "County 130 means "Collier County." "CCWSD" means "the Collier County Water -Sewer District." 131 "Imputed sewer service gallonage" means the quantity of sewer service gallonage 132 determined by a percentage of water supplied by the City to the respective service site 133 or service geographic area. "Horseshoe Drive Areas" refers to the South Horseshoe 134 Drive Area/Collier Industrial Park, plus the Coconut River Estates Area (in residential 135 use), and plus the River Reach Area (in residential use). "In -City rates" means City 136 water service rates and /or sewer service rates that do not include any surcharge. "Out- 137 of City rates" means City water service rates and /or sewer service rates that can include 138 the City's discretionary 25% surcharge. "Meter measured gallonage refers to the 139 gallons of water and /or sewage gallonage measured by a water meter or sewer flow 14o meter. "School site" refers to the Shadowlawn Elementary School site. "Sewer" and 141 "wastewater" are synonymous. "Surcharge" means the City's Subsection 180.191(1)(a), 142 Florida Statutes, twenty-five percent (25 %) surcharge. 143 144 ARTICLE TWO 145 146 CITY'S EXISTING WATER AND SEWER SERVICE 147 TO UNINCORPORATED AREAS OF COLLIER COUNTY 148 149 1. CITY'S EXISTING WATER SERVICE AREA_ BOUNDARIES IN 15o UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's 151 existing water service areas in unincorporated Collier County are depicted in Exhibit 152 "_" attached to this Agreement. Pursuant to this Agreement, the City shall continue to 153 provide those water services to those geographic areas. 4 154 155 2. CITY'S EXISTING SEWER SERVICE AREA BOUNDARIES IN 156 UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's 157 existing sewer service areas in unincorporated Collier County are depicted in Exhibit 158 "_" attached to this Agreement. The City shall continue to provide its sewer service to 159 those geographic areas, excepting only the Complex and the School site. In accord 16o with the BA and its Addendum #3, throughout the term of this Agreement the City's 161 sewer rates, fees and charges to be applied to the Complex shall be and remain the 162 same as the City's then existing in -City sewer rates, fees and charges. For sewer rates 163 fees and charge purposes, throughout this Agreement, the Complex shall be treated as 164 if it is physically located within the City's geographic boundaries. Those geographic 165 areas are depicted in Exhibit "_," attached to this Agreement. 166 167 ARTICLE THREE 168 169 1. WATER AND SEWER SERVICE TO THE COMPLEX SCHOOL SITE AND THE 170 HORSESHOE DRIVE AREAS. .. 171 172 A. City Water Service to School site. The City shall continue to supply water 173 service to the School site, shall invoice the school site and retain all such water service 174 revenues. 175 B. Ci Water Service to the Complex, Rates Minimum Water Pressure. The City 176 shall continue to supply water service to the Complex by applying its generally 177 applicable in -City water rates (no surcharge). The water pressure shall not be less than 178 fifty (50) pounds per square inch as pressure tested at the water meters that 179 interconnect that water to the Complex. 180 C. Sewer Service Supplied by the Cily to the Complex and School Site 181 Transferred to the CCWSD: City Sewer Rates to School Site., The City has been 182 supplying sewer service to the Complex and School site (through the Linwood Avenue 183 force main). At no cost to the City, the County will disconnect the Complex and School 184 site from the Linwood force main and concurrently connect both of these two service 185 sites to the CCWSD's sewer system. This Agreement does not control the City's sewer r 5 ` " 17 B 186 rates to be applied by the City to the School site. Applying the City's then generally 187 applicable sewer service rates, the City shall collect and retain all of those revenues. 188 D. Sewer Gallonage lml?uted to the School site. Each billing -cycle the sewer 189 service gallonage to be imputed to the School Site shall be fixed by applying 100% of 190 the City's metered water gallonage supplied to the School site. 191 E Quantity of Sewer Service Im uted to the Complex — CitVs in-Cily sewer 192 service rates. The sewer service gallonage to be imputed to the Complex shall be fixed 193 by 100% of City meter measured gallons of only the "net potable water" supplied to the 194 Complex each City billing - cycle. The following City supplied water shall be excluded to 195 calculate the sewer service gallonage imputed to the Complex: City water for irrigation; 196 City water for use by the County's cooling tower, and (3) City water for other future 197 water uses, if any, if that water will not increase the sewage gallonage coming from the 198 Complex (into the CCWSD's sewer system). The City shall apply its generally 199 applicable in -City sewer service rates to the Complex (no sewer surcharge). For these 200 sewer rate purposes the Complex shall be treated as if it is (and remains) wholly within 201 the City's geographic boundaries. 202 I 203 2. THE HORSESHOE DRIVE AREAS, WATER AND SEWER SERVICE TO 204 THESE AREAS: SEWAGE EQULIIZATION TRANSFERS FROM CCWSD TO CITY 205 206 A. Sewer Service to the Horseshoe Drive Areas. The CCWSD has been providing 207 sewer service to the Horseshoe Drive Areas. And by agreement with the CCWSD, 208 applying the CCWSD's sewer service rates, the City has been collecting these revenues 209 and has been remitting those revenues to the CCWSD. The City shall continue to 210 collect those revenues from the customers in the Horseshoe Drive Areas and shall 211 continue to remit those sewer service revenues to the CCWSD. By means of the 212 sewage equalization transfers (See Paragraph F, below), and that the School 213 administration shall pay the City for the sewer service gallonage imputed to the School 214 site (as invoiced by the City to the School site), and that the County shall pay the City 215 for the sewer service gallonage imputed to the Complex (as invoiced by the City to the 216 County), the City will thereby be paid in full for the sewage equalization transfers 217 delivered to the City through the Horseshoe Drive Interconnection (the net result being 13 17B r"I 218 the same as if that sewage gallonage is delivered to the City's system from the Complex 219 and from the School site). 220 B. ,Horseshoe Drive Interconnection. This interconnection point is located near 221 the southwest corner of Airport Pulling Road and North Horseshoe Drive (The location 222 is depicted on Exhibit "_" attached to this Agreement). The County has installed a 223 sewage flow meter at this interconnection point. The CCWSD shall continue to own, 224 maintain, repair, and if necessary, replace the flow meter. 225 C. Sewaae Equalization Transfers. The intent of this Agreement is that, as 226 measured by the sewage flow meter at the Horseshoe Drive interconnection, the 227 CCWSD will control the sewage gallonage delivered from the Horseshoe Drive Areas to 228 the City's sewer system. From time -to -time, usually after every two (2) City billing - 229 cycles, the metered measured City water imputed to the Horseshoe Drive Areas shall 230 be compared to City water imputed to the School site and the net potable water 231 supplied to the Complex, to check the accuracy of the sewer flow meter. The Sewage 232 Equalization Transfers should not exceed plus or minus ten percent (10 %) of the City 233 water imputed to the School site and the net potable water imputed to the Complex. 234 D. Reimbursement Payment from County to City regarding the Horseshoe Drive 235 Interconnect. The CCWSD has expended $138,159.25 to interconnect a CCWSD- 236 owned wastewater force main to the City's wastewater facilities for delivery of sewage 237 into the City's wastewater system from the CCWSD and /or from the City's system into 238 the CCWSD'S system during emergencies. The CCWSD managed and paid for that 239 work and the City paid the CCWSD already incurred costs of $50,935.62. As this 240 interconnection is not to be limited to emergencies, the County will promptly remit this 241 $50,935.62 to the City. 242 243 3. COUNTY TO PAY TO THE CITY A ONE TIME FEE REGARDING CITY'S NET 244 ADDITIONAL LINEAL FEET OF CITY -OWNED WASTEWATER TRANSMISSION 245 FACILITIES. For the purposes of this Paragraph 3, it is agreed that the lineal feet 246 distance from the Linwood Avenue Force Main interconnection into the City's 247 wastewater system, and running out to the City's wastewater treatment plant, is 9,529 248 lineal feet, and that the lineal feet distance from the Horseshoe Drive Interconnection, 249 running out to the City's wastewater plant, is 10,514 lineal feet. Therefore, the resulting 7 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 178 Vtl "net additional length" of these City- owned sewer transmission facilities equals 985 lineal feet (10,514 lineal feet minus 9,529 lineal feet). For each calendar year of this Agreement, and not later than January 31 of each such calendar year, the County will prepay the City $ to reimburse the City for a fair share of its operation and maintenance costs regarding this net additional length of 985 lineal feet and the CCWSD's use thereof. If the net additional length should change more than plus or minus one hundred (100) lineal feet, such changed lineal feet length shall be agreed upon and the dollar amount of this fair share fee shall then be adjusted pro -rata. The path of these City -owned sewer transmission facilities are depicted on a Exhibit attached to this Agreement. 4. LINWOOD AVENUE FORCE MAIN QUIT - CLAIMED TO Co NTY. Only the Complex and the School site (until such service is 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. The City shall retain title to the associated lift station located at Commercial Boulevard and Davis Boulevard. 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 attached to this Agreement. 279 5. CITY'S UTILITY BILLING ORDINANCE. The City's water and wastewater billing 280 cycle rates are determined by applying the City's generally applicable utility billing 281 ordinance (currently Ordinance No. 94- 7187). Section 30 -36 in Ordinance No. 94 -7187 17B 282 reads: "The rates charged by the city for water furnished to customers shall be set forth 283 in appendix A to this Code." Subsection 30- 164(x) in that Ordinance reads: °(a) 284 Purpose. It is the purpose of this section to provide for the recovery of costs from users 285 of the city's wastewater disposal system for the implementation of the program 286 established herein. The applicable charges and fees shall be as set forth in appendix A 287 to this Code." Each City billing -cycle comprises approximately sixty (60) consecutive 288 days. The City's current billing -cycle sewer service rates are listed on a one (1) page 289 schedule entitled "CITY OF NAPLES WASTEWATER RATES." A copy of this schedule 290 is attached to this Agreement as Exhibit " ." The City's sewer service rates determine 291 the customers' billing -cycle invoiced wastewater rate by (1) the applicable "base charge" 292 (determined by the size of the customer's water meter) plus (2) a "per 1,000 gallons" 293 charge that applies to the meter measured City water supplied to the customer's service 294 site during the respective billing - cycle. The "per 1,000 gallons" charge does not apply to 295 gallons of water that exceed the maximum imputed gallons of water determined by the 296 size of the water meter. 297 298 ARTICLE FOUR - ACCORD AND SATISFACTION 299 300 The City and the County agree that this Agreement settles and forever resolves any and 301 all claims and disputes of every description that each party hereto had, may have had, 302 now has or now may now have, against any other party arising out of, or associated 303 with, the 1977 Basic Agreement (the 'BA °) and /or either or both of the BA's two (2) 304 amendments, and /or any of the BA's nine (9) addendums, including with regard to any 305 and all utility rates, fees, charges, surcharges, impact fees, water and /or wastewater 306 service, water and /or sewer pressures, water quality, all service area boundaries, and 307 otherwise. 308 309 ARTICLE FIVE— EXHIBITS ATTACHED TO THIS AGREEMENT 310 311 The Exhibits attached to this Agreement are: 312 1. Exhibit A 313 2. Exhibit B - 9 liz 17B { 314 3. Exhibit C - ` 315 "ETC." 316 I 317 IN WITNESS WHEREOF, the County (including the Collier County Water -Sewer 318 District) and the City hereby enter into this Interlocal Agreement - Accord and 319 Satisfaction, this day of 320 321 ATTEST: CITY OF NAPLES 322 By: BY: 323 City Clerk Bill Barnett, Mayor 324 325 326 Approved as to form and legal sufficiency: 327 328 By: 329 Robert D. Pritt, City Attorney 330 331 332 ATTEST: 333 DWIGHT E. BROCK, Clerk 334 335 By: 336 Deputy Clerk 337 BOARD OF COUNTY COMMISSIONERS OF 338 COLLIER COUNTY, FLORIDA, AS THE 339 GOVERNING BODY OF COLLIER COUNTY 340 AND AS EX- OFFICIO THE GOVERNING 341 BOARD OF THE COLLIER COUNTY 342 WATER -SEWER DISTRICT 343 344 By; 345 JAMES COLETTA, Chairman 346 347 Approved at to form and legal sufficiency: 348 349 350 By: 351 Thomas C. Palmer, 352 Assistant County Attorney liz 17e14 Appendix B Agreement for Potable Water Service Calusa Island Village (Goodland Area) z i 't ti 16C 2 AGREEMENT FOR POTABLE WATER SERVICE CALUSA ISLAND VILLAGE (GOODLAND AREA) The effective Date of this Agreement is the day of March, 2004. tw " R p THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County: to the Development Site is between the Board of County Commissioners of Collier County, Florida, as the Governing Body of Collier County, as the Ex- Officio Governing Body of the Collier County Water -Sewer District and the Goodland Water District hereinafter (the "County ") and Calusa island Village, L.C., a Florida Limited Liability Company ( "Developer "). One primary purpose of this Agreement is to contract with the Developer to grant to the Developer ten (10) years to recover some of its costs if and when other specified lot(s) or parcel(s) of land connect to the subject system. w RECITALS K w o WHEREAS, Developer requests the County to supply potable water to and for the c" 0 Development Site (which Development Site land area is described in Exhibit "A ", attached hereto); and C^x WHEREAS, the proposed Development is in need of a supply of potable water from the County to the Development Site. The total anticipated water demand from the Development Site G5 may not be available from the now existing Goodland water utility facilities, and these facilities may have to be rehabilitated, renewed and /or upgraded before the County can provide the total 00 potable water demand required by the Development Site; and WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against all 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 vested lots /parcels could possibly request water service from these facilities anytime during the ten (l 0) 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 t OR: 3518 PG; 1802 F 16C2 i, 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 1, 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 K 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 shalt 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 kart 170 R" OR. 3516 PG; 1809 16C2 Area / Property of the Non- Vested Lotv?arcels Future Estimated Average Daily Water Demand Future Contribution for 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 Count 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 terns and conditions in this Agreement as part of the County's review and approval of the Developer's land use petitions. i9� t OR: 3518 PG: 18 5 WITNESSETH I�Q 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: R 7 8. 0 78 i OR: 3518 PG: 1806 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. 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. 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. 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 transferees) of this Agreement, including, with regard to the County, the City of Marco Island should within the ten (10) 6 llB OR: 3518 PG: 1807 1602 year reimbursement time frame, this system is sold to or otherwise transferred to the City of Marco Island by Interlocal Agreement. In such event the County will expressly make such Interlocal Agreement subJect to this Agreement to be binding on the City to the greatest extent allowed by law. 10. If either party (successor, assign or transferee) desires to give notice or to make any tender to the other party hereto, such notice or such tender must be in writing and shall be deemed delivered when actually received by the other party via hand delivery or by delivery through the United States certified mail, return receipt requested, and addressed to the party for whom it is intended as follows: Collier County Water -Sewer District Attn. Public Utilities Administrator 3301 East Tamiami Trail, Building H Naples, FL. 34112 Calusa Island Village 5130 Main Street, Suite 6 New Port Richey, Florida 34652 Copy to: Leo J. Salvatori, Esq. 4041 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 17 OR: 3518 PG: 1808 Agreement in utmost good faith and that termination of this Agreement sha11�C 1 6C2 a last resort remedy. IN WITNESS WHEREOF, the parties hereto, acting under authority of their respective authorized offices, have caused this Agreement to be duty executed as of the day and year first above issued. First Witness Printed. irst Wit ess Calusa Island Village, L.C., a Florida Limited Liabi 'ty Compa BY: Robert Re d, II, as Manager (typed) name of 2" Witness ACKNOWLEDGMENT STATE OF FLORIDA) COUNTY OF COLLIER) The foregoing agreement was acknowledged before me, this 7- day of 3amnary, 2004 2M by ROBERT M. REED, Ii, as Manager of theC40m,, Island Village, L.C., who is rsonally ,known to me OR r 'I' as Identification: LED J. Notary Public, State of Flo 'da MY COMMISSION 0 CC M892 My C u 2 . Typed, printed or stamped name of Notary Public AT-fl BOARD OF COUNTY COMMISSIONERS CIgk; OF COLLI OUNTY, FLO l]A -BY: DO A FIALA, Chairman Appr` .. d.,-, Ki b and legal sufficiency: By: Nn, T'hoinlis C. Palmer, 8 Assistant County Attorney 179 .i 111, . OR: 3518 PG: 1809 1602 1, OR: 3518 PG: 1814 EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 1 6 C 2 Exhibit 'W'— Development Site — Calusa Island Village. [Attached] 1 Exhibit "B" — Capital Improvements. [Attached] Exhibit "C" — Legal Descriptions of the Non - Vested Lots (listed in the Chart). [Attached] 10 -i 10 undfia aooa ON- ij l r•, f ! a i � 4 I goo, r 1 !• 1� i�lllil 1`` a r u� b ins 16C2 a. �i , s, r� r r; life , IMF ,t r , 1.2i r ' yrll j I I� �� a 'all$ d 1l81HX3 mg rj a �a p y -C a N .:D N t O % w zo-d m 'a .t 4 �• c le XLo. n. n, a R 1 C H A O� E i� 3518 PG, 1812 EXHIBIT 16C2 6C2 s n CL v _ w 69 � b9 1 i9 67 y! Gr9 pNO �y b9 a •�,, co n• b � � C F6 b �7 a e 401 aq CL Q% va t w bs &? w +]S Q off+ to V A ti C a Np O c °o Q tn p Q 41 1 C H A O� E i� 3518 PG, 1812 EXHIBIT 16C2 6C2 s , a s>lM z>& Lgnd X4unoo .�a i l �� V09:60 co- 116 -4;>o CL v _ w 69 � b9 1 i9 67 y! Gr9 pNO �y b9 a •�,, co b � � C F6 b �7 e 401 CL &? w Q to N A ti N C) .R yz r 1 oo O O , a s>lM z>& Lgnd X4unoo .�a i l �� V09:60 co- 116 -4;>o v _ w 69 � b9 � i9 67 y! Gr9 pNO �y b9 y •�,, , a s>lM z>& Lgnd X4unoo .�a i l �� V09:60 co- 116 -4;>o EXHIBIT C PAGE 1 OF 14 178 toC2 ,.. ANY .E�:Xiv W I ` qp AM S ,N3 %qLLAGE or MARINA \/ / \\ PALM A TRACT DEVMUOPNM purm .� • �" • D� LOTS Prapered `Y 6 2 ' pavid:t.14r4Kt, p } . ppe. d 8eN ERafe REC �i!�Ril>iBPf DtLW ?tq GwPoorw CerOoA 4 µteMt. Flerldo 33129 trap... lg It9aV=fQgX' Bade this 2pLIA, day Of Z1homr.1L.& A.C., 1984, lt;cren» ClQbinls+il IBC 8 TMvrtFl%'VJ VT t'ae =.p a ■lotida. corporation, haxvinaltat cotetrad to as the "Ctaatot' and IW1 li$ V%Ct=X L . sa a l3or1>3a deaerel Fst..t:osSi,ip, chose ,sollinO adArass is P.O. /as std, r. ! 83�G, 1t e,ies, TaaYidn 33t�1 hervtnaRtat caterrod to sa the y p ..N •C•cegtae•. rri I li V91MR "N" That the *aid grantor, Rot and in 0905009stion of the Bus of Ton Dollars (014.Ut7} and *that good and valuable conaideretiots, to it in head paid by the •aid Gtantso, the Icccoipt and sufficiency rhoraai to hatsby acknowledged, Las CM M a gratntod, baegainsal. sold and conveyed to the sold Grantoo. its Isucaouaora and sasigns lacevas, :ha Loilowing doaer3bed land em situato, lying en9 being in the County of Colliec and State of 8ioeida, to -Vitt 4S X8 13XMIT who ATTUARC SMIRSTO AUD at RBFBXXNCC tines A PART UNROOa} xbin dead in executed a%b9aet to the following t *rss and condltlon.s • 1. 'Rho Orontes shall be responsible for the *d valorem .Lazed, e:as all asissasaernts, if Any, imposed upon the seal property E."I:.n.Ssa with th4 1988 tax year. x. TL9 Grantee takes the property subject to all aesenoniod coning and w.Loz sastrictiona and reservations of record. the Said Grantor does hereby gully warrant the title to said "ndr and trill deland the same against the lawful claiad Of 611 Vatoone Whonocaver.... To -e&VR S3jD !O HOLD the premised herein granted Unto the Grantee, its successors and aeaigns in fee aiclpla totaVYr. Rteelvtd S I to Stamp Tea t3ectived S Class "C' Intnnd'blu 4fSMMl Pmoerty Toot Cot LIFER QQIiNTY CLEfN(Df C RT5 BY l ��ue�a I n$S yam. P .7. •: �• C "T`•9Ml'ZR"�7 �} TI�' �. �f'.,. 7. K, w'. 17Ah !F�Atf�::?�Y:.�1{!���.i�'�'.•' �'��,. �.. ~.w�, T�r�w•.. - .. FPQOR QUALITY ORIGINAL a Q W m w O W t]G> F� CO EXHIBIT C PAGE 3 OF 14 aF. 6-C2 a i1xvis9Yr•the QsLntoc bes caused the9a presents to be signed ly Its naeta by its AuthoiLiad officer@ and its Baal to ba A =6x64 the day and year Rheve written. co:pslrte aeax+id and d, a ivar .d Dt6VWK to i zvvY lzsuw CORY. r ig:te4, R greys ;, to a£1 Q, /,; _ ' Corporate6earetictxt,� o SM."S or Mori" ) a6, { COUtiTY OF DRAB ) y Pebrsra7r i riSR¢81 CLRT27Y that ca this 24eh L% . r before me petgo r• "ate p,D,r 19se, President and r� a and RIC99LLIS R. GARDYS� DSi.SOl P* LAND A X""T"t"T CORP. a llorith w �i7 ( rexpectival_y, of eorgornY.iaa, to me Xno�rm to be the per.:ons who 8igaad the ra.1 and acknowledged the �, t� foregoing instrument as such olfLeove execution tbaseog to be their tree arts and deed, as ouch mentioned and that they aCf,xad otLiaesa for the purposes therein saiddcorpotatian. that the said official deadaof • . WITSZSS my aignatura and official goal at KL&mi, in the Oe lLoridar the day and yaat task � .a Cs0 County of Dade and State &-.& s • r; aforesaid. ' Votary Fuol c, tats oG y3a da at Large nrn. r%&U ,nn a "am PJy as oission expiren e , "X49Ms to, rw n.rat a me riea ucccu tot. ca. F Z � ..Vy. � }'. ��Vy ....,•.i�� ♦ I i.t. y. .. 1..~•'1• F. ..i o. i�. •t • t.. .t.. a.. POOR QUALITY ORIGINAL 178 !1`1 C - . - .• - PAGE 4 OF 14 ;. W III • mm RUT&I'l Oall ?� (ea4ldi �saiLDt� ' a petaei of loner lytoq in and being0 Part of the plat of INARCO ' thacea! 80 9001604 in BRaI ;It UNIT a1><txM., acettdinq to the slut Txst &so{t• 44 !m .ee Li.. tht�4Ygt1 Ile at 09 !%blue A"DC48 of Aot14ar Novo 65ACB "IT x Collier county-• and Peet 09 the p at'af to the plat theteot ss tecolded Jr. Plat souk 4- aavotcinq 1S, oaggo iti -A the " h 16 -A of trio Dubai* keaosds fit' tollisc county plorkda, beiay Bete oastieuletly d4sasib4d as 1011Owsa &ti4lI33 at the Northeast aosnos of Rsatioq 249 'fa9nadip 52 south► said coshes being on the Ran;u 25 3[34!9 Coilioa County, rlosid4r 8asterly p =.r.: bo'.endscy at a9oeeeeid 114940 asaeh Unit at'Wtsenj °2V42118 th9nec can Jklon'q aaid gostatiy plat boundaep 305 a said Easterly pjst diatat►aa 512.11 feeti thence. leaving 8' 3'44"11 a distmee•of 691.30 test to an intarisation boun4sxy u:Ch tke�ltly plet boundary of'Oai4 Unit eictesal thence along Z-60 aautberly plat boundary Mn N42.25127210 a distance of thence leaving said Southecly� plat bayhdasy sun r iS.51 fapts tifl5 °42'41 °4I s distance of 403,93 testl ttsonce 4427 °32'45`8 r 24.10 distance Of SSS.67 fists thence H22•12'50'5 a distance of dist7 X39'53'02 °8 a distance of 25.20 fsott thence t3oOC4r tiZ0o94 -11 "g 4 dista gee of 16.65 teetr thence 654.09 -21'5 a 834 °01'!.4'8 a'distanee of 24.51 Distance of 50.54 feet! thence Pant? thence 653 °44'47'8 a distance of 10 ;.84 is "T thence .a H93 ° 10'46"E s diatarca of 139.44 feett thanca lio5''s3IIP -W "of fattt thence^ S87°O3'i4 °H a distance at 37.85 diAtan o 907.73 Costs cthanea'S8$•22130•60 a 4ift6tice of '.x.90 fonts thence °54'1004 382'44'03 "91 a disEaaics' of 27.06 fastr thsVIC6 964 a "N a disc 06-0 09 30.46 dfstenc0 aC, 33.20 tweets thaaca'N79'}2'58 !mots thoace •NO3'1Z'ZOOK a distanae'of 32.30 'fast, thence 877 °20'ATq -a 3476.41' Z7 "tQ a distance of 37.41 , Eedti shears �t .17.95 Coati thence 067 °31'59 °K a distance•ol 52.09 dlstance Coat, thence 11-63937415619 A distance of 35.56 Coati thence 30.56 'Casts thence ltt�'00'19eg a � r 253043436 014 a distance of 24.43'9astl thence N34N31'WR a dlecanea of 143.60 aluCxlcq of tow!: kO an iatafsaction with the 'a6a£herly Right of Kay Lin6 Of teats an nto on 111 92 -A (100" wide - 3tight of Nay) as shown Beach Qn1t 7hlrntYt thanes sue trio aforesaid plat of Ma'ta0 following - courates along said �ovtherly Right at way Lina, of curvatuss of i 845`03143 Z a distance of 186.641 feet to a point to the ttoxtheast and having a radius of e circul6K cuxve,`acnaave 369.31 f4ets thence Southeasterly along tba rsO of said curve °14 1400 distance Of 360.11 thfotagh a Conical angle of 43 ah ace to the point of tangency3 thence 948237109 :R a distance of = iaot 170.97 test to the 9se" sly Plat boundary ae aforesaid itasoo being the Easterly Bet c4 east Bixtsan, said plat boundary also of afoces ;id vevnsblp'32 BoutAr range 26 ling of section 13 Sant, Collier County, flacidat thsnoe 805320843 48 along acid 1293.57 lastnsly plat boundary and section line a distance of Spot to the point of 8sginaing. Containing 31.02 maces, 8094 09 lase. ' h„nk..ro yP.yt C1011WR um". RND4 J+uh.SC Cttf3 4'tERlt =P" ALITY ORIGINAL O CAJO' R.ar� txs 41 w .471 EXHIBIT C PAGE 5 OF 14 MM own of emu, n HAVANT 4t of.-Un was It. MU, CM ca taws T4'4. Instrwmt prepared by, PA ID C. BOMbb Ift U= A =MCI D6*"RG'9Mj' P.A. a 2375 T&W.Aid W.' I N., suite 308 I Maples, Florida 34103 Property Appraisers Parcel Identification Number-. VMM10TY DEW 7VXS NAftAM nMD Made this _lUr,. day of octdber . 2000, by 9QMW=- Mc- - a 'Plaxida =KWUUM.. hereinafter called the Grantok , to -PALM MM. ft*iA L4=4ZAd Mijbility OMMML-, Whose post Office adkIvess is Gss Center Road, Frankfurt, IL 60#23, hereinafter called the grantee_ VIWMM=.- That the Grant=, for and In considwation of tins sm of $10.00 and other valuable Considerations, receipt Whez*og is hereby acknowledged, hereby grants. bargains, sells, aliens, regives, Wftleases, conveys and Confirm unto the Crente* all that Ccrtal'3 land situate In Collier county, State of Florida, via: ONE Rid SIT PAR ATTAcHzD RMUM AND jWC01popATED RMULIM ftbJe9t to xcnft9' bu"413V Cc" and other restrictions Invo6od by gwarzftntal Authority, Outstanding Oil, San and mfneftl intOrOSts Of record, if any, restrictions AW COMMM to the subdivision, and ad valorem real -A-WF-Y tame Acc=149 subsi%mt to December 32, 1999. 2W22MR, With All tORWAMR, hereditamentis and appurtenances thereto belonging or in AWYMiDe ArWext*fting. To HAVR Am To ROL'), the same in fee 010Ple, forever. MO the Grant= hereby covenants with said Gr&.t.. that the grantors in lauMly seized of s"d 1=4 in fee simp-lej that the ar"tor has good right And lawful authority to Bell and convey said 2aud- and "ifeby warrantee the title to said land and will do f the name Against the lawful claims of all Persons whomsoever; and that said land is free OE all encumbrances, except tame accruing subsisouent to. December 31, 1999. POOR QUALITY ORIGINAI. 17B I "�ti 16C2 C.01 00 ( I EXHIBIT C PAGE 6 OF 14 Q: 2741 PSG: 0$75 IN W17MM NE�OP, the said Grantor ban signed and sealed thesis presents the day and year first above written. 8 ^in .the Prgo ttce of Tomese #I - m'd C mitnesn Al r �s�ss �a witness #2 - Printed Mrms ClOolma in., a Plorlda .0O, ratica, J.B. Curds, as its . P"sident Post Office Addresn ICorporate seal) STATE OF Comm or The fax�ego sg f rumient eras ackUM18dged before me this day of , 2000, by ,7.X. curcie, as President of GOOOZJIIID, MC., a Florida corporation, Wbo'aia to m4 cc who ME produced ������ --.� ,_,,..as identification. lie 81� ture Votaty Publia Printed Name (seal) MY eaudBeion eViress ���aan:ioo t POOR QUALITY ORIGINAL 179''�' 16C w b G'] ao o--+ c� U� _, EXHIBIT C PAGE 7 OF 14 C2 � 2 M.- 4896 sr�� To ! Am "M& rra►prop�;�y siluafG 11'+ng - string irr die eouagy of Collia� state l �4 �tscr+tbaatas, falTn+s: The upland polo n ofa parcel of land tying irk Tract 2, of Block -r, +CsOODLAND HIES, 0 noorded 1, plat Book 6, Page 7, Public Records of COMM C=q, Rorida, Begin st tbc SOU&OW cornet ofL*t 24, OWDLAND Etas, MRST �rn� as Orded is Prat Doak S. Page 1. of#hc� R.,* of f�Y. F10dit 11mm South 16 deg=0617m Westfi4 00 feet to Pa sofa mme,c0nm%totheNc,*west radius ofSO GO met; Th== Qmg dtc mc of d mv. oQ tt.,I £ g rlrstaooe of23.21 fax ti is a astral =%to 426 dom 35.42"• `11;ime Sao& YS dograft,44,4r EW 27-81 feet JIM= South 16 depm N,� 1 �'eem'Soath 55 d 38'23'•' East 21 &4 a6 dunes 05'1?- gest 29SA3 fag to the point of =rvsmc of a casrvne oo C" lathe 8044wea a rsus of 100.00 feeq alo09tbc am of=W CmVeto the left Awa Manx of 181 AI feet that a aemW aogle of iO4 &pm o0,00m -; MuM , North 87 draees 53'43" West 11728 feet 7be6ca South 02 deg a6' 17" West 95.00 feq to the PLacx of $gip$, E POQwm QUAU7Y ORtGiNAL w un ocs co w kIr it. boo. Attsraey rte` in aw" Eolllor RYd. 1" owd. FL 3av .... ria aRtr41r a..�o. Rs*les. FL 33PU4194 ..M I Mad rwwsra, walw a.wlor :e :a OR 8W am,'W iIP fwvw aolIM P&OK. r W41A ltekW wry. A we 12th w or April ..tot SON. Gdlm a'towrisea a. swaRr 4rauww4ref .66141866dr Ohio .1sK] flow*dPmad flaureee arm, Inc. ef60a IFOV Collier ,CadwAleber FleriN wownw em".6 g q40 the grpe of YOOdIlld Rrtdpe. MD Stets Rd. 9i, doodloW. n 114.1 di PW'Y endsftw4pw% Q . m -pul� na of aft A 4i RK Jwi ! . 1R► and be wmdwgbe of At as if To". mid 011 0O- »..�.�.....tfifQ. OOH- .........�..r .................. at Met lc iardFsid it ey ufdperq 4IA1.. wkd plK dh +.e*i ww wraian jr sriaM+hiN� his d* auiMiif>w�f,eeiaritl►tllewdtp�r of9eoawdyarf ,ttiieianddod�e�A�+ir.Ae M9 wtiVariB�dAaeR +ftrrksp[iaf�6idMQrr$q/ 4b11fsr ,dpp�/ Piafde R►bdtr As described on tlu ■ttsa4ad fidt161t •A' 11r p+oparey described in fabitit W. is Oommem l prop". or: IRCUMOF 4111 efperiwa sW anbsapi 104 stiles of Nbie3 dtsxac is .eiud. w o - .^, ,bod tlk rft pate r d dr J6itpare iss �++r1�Y asu+ma W slur a ufd coat sad.as d�pad Sa ON a" mkereaC 1=niepwr eraw womAsi Awamot Ms fiord asdwi ar dq1 pmrAFdaeawc�9ke t Axiswd os oesreeninryl � I 'mmn 410' 't unea ago., 0 40M s►e406f!iil 414y►7fto1 Oeia � iw, two .asd,.�w+w►w.l�r41w...ew�6 ■•aw.t cOtaetY'41► i�o.ir �.slif.M�.N.xN4ar u4rbilw.iy�i��a�wA. _ r. .8..�hnu�sht• erwa... ticuwanw� .iaraN�wrM.fRaerrie.h..Ars rrY�L.si.dw.t.ialtrr.wsr►„bR.�:, nra�reib.. �.. nOrttwLN. rir�+ M4Ml +i..M�wdIM4dM.1..w.wlP.nru.eLig tr vrr'� K��._ n�e•.wm.lir jq.r_ .�.Met+n� _� winRn«Oi�16!Cl�rwl4iw. �"— 1ifKM eI.:YA. pfd .i.[.lA�eil�yMiMYeIM.A1MM[sth r w��1pA.L 178 f 16C2 EXHIBIT C PAGE 8 OF 14 idf EPP1iiAklLiaii =POOR ALIN ORIGINAL W t� N Co N e� I 170 I. 16L2 EXHIBIT C PAGE 9 OF "i4 . i . POOR QUALITY ORIGINAL O w 6•i1 F� C1:0 G7 f�+ N f� . do m4dl�ldad aee 11x1! f ]isListammt In "d to the tollmdog, • dateleiLed As�pstq.c n � ... m 2R tFe fM.t 30t.M tws �[ cruet a 'Cr �upyp taw ftq aaaLLatr • w�efL.a a tis erp. er�et es s.�.Nrl (� ►tst �rr� L. p 7R ap �uaisf +.el Ir. rL tlr TrYtl� MO.ef/ kf PulOe . owbtMllt t st omt• .9t. w Low. + Al uL�dividel! oLn htlt (i /Z) 3 "rant in and to the following detesfLed ��Y• ru,.t i. t..aa■ aL, ta.attLa a f1MM. a.aa � ayrt, o �tMLra Let tw•n.fr .f feetr t.eb a2' i pq. 7q.`asSi.a e�iw�grf' L d, I • Los w am1wL K Lnf 17iw f a tM a.ett tLta K tte• ! ee `o twf a►, k G pwfoal A ia A ftes trwf M Mots bang s Wt K tMaLltris lLta}lei b aepLipe, dq tYtt arelui• tent r La 0.71. awh >t w wW+e O�w4r: 14" �. K fhstnL t.}OiLOrwtfwKa.far �.. . nnn aft ltw.ttr eoham" %M o irtt. ey mAR1 rt. �flerrea eeatiw tacos as to %"W {W K "M boinh LLB. fw M � t. K t fsA rr.1w ws a Ra fstlta a .t•. q • 'r nt1vm)mi* M s at tgtf tt >ry. Ms 10010000 Ml � tsn wen wfLan iwe fosf tef N s M tM tteMefire eL snit tfn8 tMnlo set ti. tLM1��t' i. den sdf wtrt+ um fro fN.1f fwt p !fats !p L! Ya t�q La "94 are Lkwt drat asttiw.lr K eM ar.a tMeu 1LO,H tvW *6 fist t0 _„lot tf.af. fNl anK K tMe rwt Imf of a i I:. etstrM Ut a t a rob fttt * W •ww.as a. WIS.", Y. Cos Lff htt u s W M W wtWritr f%- Lfw w afoul trai !!! 4rtwrt esif 11n ftt tlns.. is• a. p'q'N' W. fig . m rts W" t4LarrG.y Lim tas W het s. I t 9" K A". uiStu �fri.q�L4w = r.too ht� Mts umm a• ac a.a s arhYat aLCR4 alas � a..d M tM. ew LLm K ItL/ dr th art WpMa pt�y�/ acrd aecatbf Rte ' u at np Lq� TIM. OYliirO. er. i1a tie VMLw fit L79.20 bet to is LLb rfrlrot•t ftwft Ntab rlaltbtll is qr itse aaatf -lea Lf fi t4q Nowt sml a6 fTii1W t:. . d1 h►aL•w7 post s etN soft Li•s f[ itt1, 41" 10. N fit Lu.Lt.&ELI tku)" m a. /L IPW IL to iif fwt . s w W �w aL saLa•[w' w e.fiaMnt! iaa tLtM^ =+.f a..• w.to{sff,L.f3 lriet•. tra. meHreLL list K aw tre•L..t.w a..end!� ate. n.. 1� fM•.atra K lltn'a! Itjwe K iaa, rfL.M M taL• L.m1tiM Lt .tatM LM • EOW90 wr rmm.ilu ft a& t CtitaQ Y�wWnf d -a M b i .N tt9•aariw. 16L Moq.p M.•riee•w er.ttr.N ws iw OW nWiM CM tea Hiss taftlLww f..it�nf fair 11. a. Coen a mods&" frsnf tel ttw twttmn W p�KSC eww•o1. • `^" . i . POOR QUALITY ORIGINAL O w 6•i1 F� C1:0 G7 f�+ N f� I EXHIBIT C PAGE 10 OF 14 UUta .. lures rwee ..rs ""t"s 101137 ''' 9lac,Ib ptHar Illtd. OR 80M Mies [.Tina. rL 3W racer �. roeolugr Cas!'si Ap. Qeclret trgtaa; ft ;w Stan stw sw ae!aNln CUle •C ru+ltik oa0ea rYe.�.lnaAOeewYYY mm*m b rod hercrtt to ' r. ��• <, dr t r trait , maodteiRat _ —_C.+ w000roeor vra�swtnwoKaw -JE, Ott. /airds ar. tttb dq 4f )Nil , AA 1147 , allow CabMb Lyo Mean Cale dattQia�d Co111aP ,6Weddtled Fividi ,dory da4speeseraard 1t�araes � Ae. q wjt tf Col liar .6900Wd Flortdo ,Mire prt�p�raiiacste elo ibs t M It toodisrtd PridCS. 3 =CC Stita Rd. !tr Gfodlaad. FL 13wi db P"s hobo e"pea Sere dk aetd 7 d �a J ! 4 1 •+� in oaaHera" of W 'M d .°. Ober do ioaa salt y aatd lmey ddir uaaa zie wadpt aAealfts toeoir ooiaerf .r So waei■C teryodaed; and estd ter ar adayrgl qr!!a aaradper,� ita aria aced witor�braapz nt g +.a+eaarwy+nt .,odrr'4t.4raa4v colTlar .arwr nortdo , ui as dowrlbed at attaebed F,oblbft •A• ",a property daeaHbad to Eeblbtt W to tonnertICl' arly. an S**t er raserdver.sr+wsvattaoa fret seeirtaetewa d remora fed teal rstato taco lavRk tba 7eae 2493 ttnd Ydtee{oeeC yearn r.. as! tllelil8raa •LL rloasl.l and soteaeaaed.I— TASku of WrA On w to arrud. ere A �' aleawnept�t IicdoglblairAasdaRpaa Na..eaitweewrr. tk sllte to�sidtnd, as1 adt d�baa �a 7yteatf�lsokr da.�i►+tsortta iwerreer her iod awt+.i dlaia�J�+tc scbeordllea �t eri na Cberoi# dter s� sA' 3t,a er�.rseerr. Clpaa q +e� ,�it��'tJ_� lkylae FL x316! . a�trai�„ -.F nwf,u ® �! JM.MO�eblMwllQ re,Yrw.ww+.OwWbwawlrt ooelara �Wi1.1ar . a�wM.ear.a..�4MwMw.wb�MUa 4r1_M 42— Flnlir LW f.WL�ie13+e.+m�,Lalied IeeatrFneerhtshR.eris f�l►aweM,shneldY4.weWt„S,�a , ,• teWlWrse11ba1seasiswYpGawkeiss��. dfid7lixtlnddr. 1. �w ►lp�f.�t.L:1Sidi..�..lieGt�7: 1ieiri:L» - rAtliKmsrai(rrt�ww.11Wti dqJ W.9 dppl4.. J1Jbp33. fAmghm"fotlle ti - .t19�.�/Ff•/+f+Yd� POOR QUALITY ORIGINAL M1 4� �J W cars s—s 00 eb F� OCi L^r 1 lV ite: 2/20/2004 Time: 11:02 AM TO: 6490158 Page: 005-005 EXHIBIT C PAGE 14 OF 14 XMAGEO1 t FL-04-3874-2 02/20/2004 1100:11am Page 3 of 3 16C2 a: 2972 ?a: 2969 ZXMWO'A" Apw4 of land bduggpodond Tud I. a dwwnou but imapo of the MM of Goodbud idea Swand Addition, W TWMW in Plat Back S. Pop 19, Of do Public Recor& of Collier C4wity, FjorW mole pu*vhdy described ufaUum: Bt&ft at SO SMM=W* Cww of Lot 33, Block F Of UN Ocodlmd WN Second Addition; dum S IS' I 1'2V 9 39MI hek dotco 3 7► is, 19- E 128-00 ftg ft= 9 IS- SW 44' B IKOD hd In the sm"y boundwy Uw of add 7WM 1; thence 211.70 fed a1vu& dw av of g *MdK CLM Comm 10 din nM*w91% radius Of 100-W 1b14 dWrd bwimg N 31• 23- ir R 29A0 fact Owum NW 10' OV 8 230.00 %a; 9ww N 12► 20, 20" E 381.83 fim. dmft 87.47 feat xWM the we of a circular am comm to do KKWWMI� Widi of 50-00 fbK dwd bming N 3r 461 41.5"W76.74feekow Ngrs3,43oW66AShv4dw=t62.4lfeet "ORB the Atc Of a CWdv CMvC COMYC 10 the SMM811. uAw of 1365.03 hK diOfd bbuing 5 86' 41' 47- W 16231 fee4 tbmce 9 85► 17' tr w 20162 fat; thence N 18'12'43" W 87.42 fat to dwgoMbCdyd1%.of-wSy Um Of P1JM AVMW lbew 8 85- IT IT- W 10.28,11beg &am 8 74► 0- jr W 60-09 font to the 00*9" cam of said Lot 33. Block F. &am 3 IVl2'4rR96.75 feet t&thevoudmd coma - afmddLot33.BIo*F=4 the Place of beginning FEW Conhilm 5.22 acm, mm or Je&L Beminp m bued on than shmm in Plat Book s, pop 39 at the Public RwAwdr of CoUbw Cow% ModdL POOR QUALITY ORIGINAL 3* 3• at CID of 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 2009 -04 17 B "" Which was adopted by the Board of County Commissioners on the 24th day of February, 2009, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 27th day of February, 2009. DWIGHT E. BROC Clerk of Court Ex- officio to County Commis'; By: Clerk