Ordinance 2009-04
ORDINANCE NO. 09-Jl.L
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 AMENDMEl'lT. TO
THE POTABLE W ATER.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
EFFECTNE DATE.
WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida
Local Govenunent 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 Govenunent Comprehensive Planning and Land Development Regulation
Act of 1985 provides authority for local govenunents 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 incOIporate 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 Mfairs did review the amendment to the Potable
Water Sub-Element of the Public Facilities Element, to the Growth Management Plan an9.-lransmitted its
)>0 ~
findings in writing to Collier County within the time provided by law; and ~!:ti .5;
.......
WHEREAS, Collier County has 60 days from receipt of the Objections, Recomiiiijati~s, ~
3: -
Comments Report from the Department of Community Affairs to adopt, adopt with chan~r ~ ad~
m-l m
the proposed amendment to the Growth Management Plan; and . c,.') e
"TJ""TJ ..-
WHEREAS, additional time was needed to allow Collier County to adopt a fm~llyqjasitD
_l> _
Capital Improvement Element, to adopt updates to the Collier County Water and Wa~tet.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 Mfairs'
Objections, Recommendations and Comments Report; and,
Page 1 00
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 infonnation, 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:
EFFECTNE 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 fmding 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 of3
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 a~"~;:~~~,~r .~.Q..b(tAA"1 ' 2009.
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BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY; ~~ ~~
DONN FIALA, Chamnan
Approvedasto fonn and legal suffiency:
tiJ,. A/Cta
Heidi F. Ashton-Cicko
Assistant County Attorney,
Land Use Section Chief
CPSP-2007-6 Public Utilities 10 Year Water Supply Plan
ThIs ordinance filed with the
S~etary of State's Office the
d f N\~y~ 'Leo'
_ ayo ,
end acknowledgement of that
fili~ received ~q t1ofo1.>,. day
of "~ii.:-~~
By Deputy C rk
Page 3 00
Exhibit A
CPSP-2007-6
Potable Water Sub-Element:
[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 roferenoe has developed the Ten-Year Water Supplv Facilities Work
Plan. dated Auaust 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 in devoloping any future required Water Supply Faoilities 'Nark Plan.
The County's Ten-Year Water Supply Facilities Work Plan is hereby incorporated by
reference.
Words struckthrough are deleted language; words underlined are proposed language
Collier County
10- Y ear Water Supply Facilities
Work Plan
August 2008
Work Plan
Contents
Executive Summary
Section t
1.1
1.2
1.3
Section 2
21
2.2
Section 3
3.1
3.2
Section 4
4.1
CIJIII
Introduction
Plan Backg:t'Ound...... ,. ,................... ....".... .....,... ... ... .... ...... ...."...... '+....l+~.-+. .~... .... ..... .... ...&_. .'f-.... ,...........1-1
Plan Objectives .............. ... ......... .............. ............ .... ... ....... .................,........... ...... .....1-1
Report Contents ............ ............... .......... ....... ...... n..... ............. ............................ '" ...1-2
Water Service Areas
Overview of CoUier County .......... ............. ................ .................... .......... ...... ..... .... 2-1
Individual Utilities and Systems. ................. ................ .......... ....... ...... ...... .............2-1
2.2.1 Collier County.............. .................... ................... .... ................ ....... ........ n.. 2-1
2.21.1 Collier CountyWater.Sewer District (CCWSD) .....................2-1
2.21.2 Goodland Water Sub-District ...... ....... ...... .......... ....... ........ ........ 2-3
222 City of Naples ... .......................... .... ...... ...... ................... ........... ............ ..... 2-3
223 Everglades City. .......................................... ............. .................................. 2-5
2.2.4 City of Marco Island Water and Sewer Service Areas ......................... 2-5
2.2.5 Immokalee Water and Sewer District (IWSD) ......................................2-5
2.2.6 Florida Governmental Utility Authority (Golden Gate City)
(FGU A) ..... ...,..".... ~+...+.+......... .+:. .... ...... .....-.. ............ .+.. .... ....,.. .... ....~ ~.... ~.. ~......... .... ..... .++.+.+4 ....2-6
2.2.7 Orange Tree Utility Company (oruq..................................................2-6
2.2.8 Ave Maria Utility Company, LLLP (AMUC) ........................................2-6
2.2.9 Independent Districts....... ........ ................................ ................ ................ 2-6
2.29.1 Lee Cypress Water and Sewer Co-op, Inc................................2-6
2.2.9.2 Port of the Islands Community Improvement District.......... 2-7
2.2.10 Watet System Regulated by Florida Department of
EnvironJnental Protection ..... ........... ,...... ...... ............. .......... ......... ........... 2-7
Population and Demand Projections
Countywide Projections.... ................ .... ........................... ................ ....... ..... ...... ...... 3-1
Individual Utilities ... ~..... ~.... ,.. f+..... ........... ..... .........~. f....... .1'. .f............ ................"'.......... ,+. ... ... ... ....... .f_ 3-1
3.2.1 Collier County Water-Sewer District (CCWSO) ...................................3-1
3.2.2 Immokalee Water and Sewer District (lWSO).......................................3-2
3.2.3 Florida Governmental Utility Authority (Golden Gate City)
(FGU A).......... ... ........ .............. .................... ............. .......... ............. ...... .......3-3
3.2.4 Orange Tree Utility Company (aruq..................................................3-3
3.2.5 Ave Maria Utility Company, LLLP (AMUC) ........................................34
Existing Water Supply Facilities
Collier County Water-Sewer District (CCWSD) ..................................................4..1
4.1.1 Water Supply Permits ......................... .............. ........................................4-1
4.1.2 Potable Water Facilities ................... .........................................................4-3
p~~~y..-~'--...1O_.,-jr..__ioll(:l,/lT_10(;..
Table of Cont&nts
10- Yw Water Supply Facilities Worlc PItm
(
4.1..21 We)lfields ..+~..+~ _ ..1Itl .... ..., .j,,.. ... ....... ... ~.. ............" ."'. ....... .........." ... .".............. ... ... ... ..... 4-3
4.1.22 Water TreatInent Facilities ...........................................................3
4.1.2.3 Pumping, Storage, and Transmission....,................................4-10
4.1.3 Reclaimed Water Facilities ................................................................ .....4--12
4.1.3.1 Water Reclamation Facilities............................ ................ ,.......4-12
4.1.3.2 Reclaimed Water Pumping, Storage, and Transmission .....4.12
4.1.3.3 Supplemental Welltields ...................... .... ................................ 4-15
4.2 Immokalee Water and Sewer District (IWSD)....................................................4-17
4.2.1 Water Supply Permits.."........................... .......................... ....................4-17
4.2.2 Potable Water Facilities ......... ................ ................ .................................4-17
4.2.2.1 WeJltields ......................... .............. ........ ............................. ........ 4-17
4.2.22 Water Treatment Facilities .......................................................4-17
4.22.3 Pumping, Storage, and Transmission.....................................4-19
4.23 RecEaimed Water Facilities......... .......... ......... ....... ......... ..... ...... ......... ..... 4-20
4.3 Florida Governmental Utility Authority (Golden Gate City) (FGUA) ...........4~20
4.3.1 Water Supply Permits... .......................... ... ...... ........... ... ......... .......... ...... 4-20
4.3.2 Potable Water Facilities.... .......... ... ...... ............................. ....... ............... 4-20
4.3.2.1 WeltfieJds............................. .......... ....... ................... '... ...... .........4-20
4.3.2.2 Water Treatment Facilities .......................................................4-21
4.3.2.3 Pumping, Storage, and Transmission.....................................4-22
4.3.3 Reclaimed Water Facilities.......... ................ .......... ...... ........ ................. ..4-22
4.4 Orange Tree Utility Company (aruq ...............................................................4-24
4.4.1 Water Supply Permits.... ........... ... .................. .... ................. ...... .............,4-24
4.4.2 Potable Water Facilities ..........................................................................4-24
4.4.2.1 Well fields ..................... ............ ............. ............. ....... ... ....... ...... ..4-24
4.4.2.2 Water Treatment 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
4.5.21 WeUfields h..................... ............ ............. ................. ......... ..........4- Xl
4.5n Water Treahnent Facilities .......................................................4-27
4.5.23 Pumping, Storage, and Transmissionh...................................4-27
4.5.3 Reclaimed Water Facilities .....................................................................4-28
Section 5
5.1
Planned Water Supply Facilities
Collier County Water-Sewer District (CCWSD) ..................................................5-1
5.1.1 Potable Water Facilities......................... .......................... .......... .....,... ....... 5-1
5.1.1.1 WeJlfields ........h........................ ............................................... ..... 5-1
5.1.1.2 Water Treatment Facilities........ ........................ ..........................5-4
5.1.1.3 Pumping, Storage, and Transmission.......................................5-4
an
Ii
~,;c_c"""",'o.\'... .,.,-~~IlU__#'....tQ_.-_l,.",.V..-__..~_JOC."'"
Section 6
6.1
6.2
6.3
6.4
6.5
Section 7
7.1
7.2
7.3
7.4
7.5
Section 8
8.1
8.2
CDtt
Table oJ COfIteont.
10- Year Water Supply F$lClJitJes Work Plan
5.2
5.1.2 Reclaimed Water Facilities. ....... ................ ............. ... .......... ............ ....... 5-11
5.1.2.1 Waler Reclamation Facilities.............. ............. ......................... 5-11
5.1.2.2 Reclaimed Water Pumping, Storage, and Transmission .....5-14
Immokalee Water and Sewer District (ISWD)....................................................5-16
5.2.1 Potable Water Facilities ..........................................................................5-16
5.2.1.1 Weltfields.. ................... ....... '" .... ......... .... .............. ..... ......... ........ 5-16
5.21.2 Water Treatment Facilities ............... ....... ............................ ..... 5-16
5.2.2 Reclaimed Water Facilities ...... ................ .......................... ....... ..............5-16
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, Storagei and TransmJssion.....................................5-21
5.3.2 Rectairned Water Facilities .................. ....... .......... ................ ......... ... ..... .5-21
Orange Tree Utility Company (QTUq ...............................................................5-21
5.4.1 Potable Water Facilities ..........................................................................5-21
5.4.1.1 Wellfields............. ............. .......... ......... ....... .......... '" ...................5-21
5.4.1.2 Water Treatment Facilities .......................................................5-27
5.4.2 Reclaimed Water Facilities.... ...... ................ ........... ... .......... ........... ...... ..5-27
Ave Maria Utility Company, LLLP (AMUC) .....................................................5-27
5.5.1 Potable Water Facilities. ........... .......... ............ ........... ....... .....5-27
5.5.1.1 We1lfields .......... ............. ... ................ ............. ...................... ........ 5-27
5.5.1.2 Water Treatment Facilities ........................................................5-28
5.5.2 Reclaimed Water Facilities .......... ............. ....................... ...... ......... ..... ...5-28
5.3
5.4
5.5
Facilities Capacity Analysis
Collier County Water-Sewer District (CCWSO) ..................................................6-1
Immokalee Water and Sewer Oistrict (IWSD)......................................................6-2
Florida Governmental Utility Authority (Golden Gate City) (pGUA) .............6-3
Orange Tree Utility Company (oroq ................................................................. 6-3
Ave Maria Utility Company, LLLP (AMUC) .......................................................6-4
Conservation Regulations and Practices
ColHet County Water-Sewer District (CCWSD) ..................................................7-1
Immokalee Water and Sewer District (IWSO)....... ............. .......... ...... ..... ............. 7-3
Florida Governmental Utility Authority (Golden Gate City) (FGUA) .............7-4
Orange Tree Utility Company (OTUq ............... .................................................. 7-5
Ave Maria Utility CompanYi LLLP (AMUC) ....................................................... 7-6
Capital Improvement Projects
Collier County Water-Sewer District (CCWSO) ................... ...............................8-1
Immokalee Water and Sewer District (lWSD).......................................................8-1
~0WIII'1..Y...W"'" ......~___,It_" """ ___ ,_.. ~r_1'OC,foo
III
8.3
8.4
8.5
Appendix A
Appendix B
(
<:aM
Table of Contents
10- Year Water Supply Facilities Work Plan
Florida Governmental Utility Authority (Golden Gate City) (FGUA) .............8-1
Orange Tree Utility Company (OTUq .................................................................8-1
Ave Maria Utility Company (AMUC) ...................................................................8-1
InterlocaI Agreement Between CCWSD and the City of Naples
Agreement for Potable Water Service Calusa Island Village
(Goodland Area)
P~CounI~IlO'V_W_Sul>JlfVF_.W...PI""'tOV_.._(_V.__IoOCA~T_ TOC_
Iv
Figures
2-1 Water District Boundaries of Collier County .......................................................2-2
2-2 CCWSD Potable/ Reclaimed Water Composite Map. .................... ..................... 24
4-1 Existing CCWSD Well fields 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
44 Existing CCWSD Potable Water Transmission Mains ......................................4-13
4-5 Existing CCWSD Water Reclamation FaciJities..................................................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 WelJfield and Water Treatment Facility ..................................4.21
4-9 Existing FGUA PotabJe Water Transmission Mains..........................................4-23
4-10 Existing OlUC W stet Supply Facilities .............. ............................... ................. 4-25
5-1 Existing and Planned CCWSD WeUfields and Raw Water Transmission
Mains .... a ~+,;t.. t+~ ..... '.t ~..+..r....... ..... ........ ........ ...~ ........... .." pt. ............... ..'. ... ..oO ..... toO. ..... ..... ".... ...1'+...... ..... ... ........ ...,.... 5-2
(
5-2 Existing and Planned CCWSD Potable Water Treatment Facilities..................5-S
5-3 Existing and Planned CCWSD Potable Water Storage FaciJities.......................5-8
54 Existing and Planned CCWSD Potable Water Transmission Mains...............5-12
5-5 Existing and Planned CCWSD Water Reclamation Facilities ..........................5-13
5-6 Existing and Planned IWSD Potable Water Facilities .......................................5-18
5-7 Existing and Planned FGUA WeUfield and Potable Water Treatment
Facility .... ~,~ ......~. .... ~ .... ........... ........ ....... ...... ..... ... ..... t.."'. ... ..~.. .... .... ..... ........... .... ... ........... ..... ... f. ...... ...i" .... ......,.. ~_.... 5--20
5-8
Existing and Planned FGUA Distribution Mains ..............................................5-25
<:11M
v
P~...CounIy\I~Y_ w_ Supplv F_W... _10 v...... 6, "'on(""", v._ S__IoDCA~T..1\03 LilloII'OpoodTobo,dol;
Tables
15-1 Summary of Existing and Planned CCWSD Water Treatment and
Water Reclamation Facili ties...... ............ ...... ............. .... ...... ................... ......... ..... ES-3
ES-2 Capacity Analysis for CCWSD ............................................................................ ES-3
53 Summary of Existing and Planned ISWD Water Treatment Facilities........... ES-4
ES-4 Capacity Analysis for rWSD ................................................................................ ES4
ES-5 Summary of Existing and Planned FeUA Water Treabnent Facilities.......... ES-5
ES-6 Capacity Analysis for FGUA ............................................................................... ES-5
ES.7 Summary of Existing and Planned OTUC Water Treatment Facilities.......... ES-6
ES-8 Capadty Analysis for OTUC ............................................................................... E$.6
ES-9 Summary of Existing and Planned AMUC Water Treatment and Water
Reclamation Fac::ilities..... .............. .................. ....... ...... ....... ...... ....... ...... ...... .......... ES-7
ES.10 Capacity Analysis for AMUC .............................................................................. ES-7
(
3-1 Collier County Peak Season Population Estimates and Projections .................3-1
3-2 Population Projections for Areas Served by CCWSD .........................................3-1
3-3 Project Population and Demand for Areas Served by CCWSD.........................3-2
34 Population Projections for Areas Served 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 Served by FeUA ............................3-3
3-8 Population Projections for Areas Served by OTUC.............................................3-3
3-9 Project Population and Demand for Areas Served by OTIJC ............................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
4-2 Existing CCWSD Golden Gate Tamiami WeUfieJd..............................................4-5
4-3 Existing North Hawthom RO Wellfield Summary ..............,..............................4-6
4-4 Existing South Hawthorn RO WeJJfield Summary ..............................................4-7
4-5 Summary of Existing CCWSD Water Treatment Facilities.................................4-8
4-6 Summary of Existing CCWSD Water Storage Fadlities....................................4-10
4-7 Summary of Existing Water Reclamation Fadtities...........................................4-12
4-8 Summary of Existing CCWSD Supplemental WeUs..........................................4-15
4-9 Consumptive Use Permits Issued by SFWMD to the Immokalee
Watel' and Sewer District... ...................... .................... ,... ....... ....... .................... ....4-17
4-10 Summary of Existing IWSD Potable Water WeUs..............................................4-17
4-11 Summary of Existing IWSD Water Treatment FaciJities...................................4-19
4-12 Summary of Existing IWSD Storage FaciJities....................................................4-19
4-13 Consumptive Use Permits Issued by SFWMD to FGUA..................................4-20
4-14 Su.mmary of Wells Operated by FGUA...............................................................4_20
c::aM vi
~ ~tO'__ll<wIw ~-_pt""fO""""'., l'1to<lr...v.- ~II>DCAJl_.......~......
4-15
4-16
4-17
4-18
4-19
4-20
4-21
4-22
4-23
4-24
4-25
5-1
5-2
5-3
54
5-5
S-6
5-7
s.s
!
5-9
5-10
5-11
5-12
5-13
5-14
5-15
5-16
5-17
5-18
5-19
5-20
5-21
Ust of Tables
Summary of Existing FGUC Water Treatment Facilities ..................................4-22
Su mmary of Existing FGU A Storage Facilities......... ........ ....... .............. .............4-22
Consumptive Use Permits Issued by SFWMD to OTUC..................................4-24
Summary of Wells Operated byoruC...............................................................4-24
Summary of Existing OTUC Water Treatment Facilities..................................4-26
Summary of Existing OWC Storage Facility .....................................................4-26
Consumptive Use Permits Issued by SFWMD to AMUC ................................4-26
Summary of Wells Operated by AMUC .............................................................4-27
Summary of Existing AMUC Water Treatment Facility ...................................4-27
Summary of Existing AMUC Storage Facility ..... .............. ...... ............ .... ........... 4-27
Summary of Existing AMUC Water R~)amation Facility ...............................4-28
Planned NERWTP Wellfield Phase 1 Summary ..................................................5-1
Major Tasks Required to Build Planned CCWSD Potable Water Wellfields ...5-3
Summary of Existing and Planned CCWSD Water Treatment Facilities .........5-6
Major Tasks Required to Build Planned CCWSD Potable Water
Facilities ................ ............. .... .... ................ .... ..... on....... ............. ................................5-7
Summary of Existing and Planned CCWSD Water Storage Fadlities..............5-9
Major Tasks Required to Build Planned CCWSD Potable Water
Storage Facilities .............. .......................... ........................'..'.. ................ ............... 5-10
Summary of Existing and Planned CCPUD Water Reclamation Facilities ....5-11
Major Tasks Required to Build Planned CCWSO Water Reclamation
Facilities ...... ...".. ... ............" .~.. ,..." ~.+. Ii.;, ... ..+~.... ... ..... ..........."........... ........ .......... ... ... ........ ............ ....... 5...15
Summary of Existing and Planned Reclaimed Water Storage .........................5-14
Major Tasks Required to Build Planned CCWSD Reclaimed Water
Stomp Facilities ........... ..... i... ........... ... ............" .... .....,...,." .." ~............ ....." .". ....... ....... .... ......... ...t. I.. 5--17
Summary of Existing and Planned IWSD Water Treatment Facilities............ 5-19
Summary of Planned FGU A Wells .. .......................... ............. ...... .................. .....5-16
Major Tasks Required to Build Planned FGUA Potable Water Wells ............5-22
Summary of Existing and Planned FGUA Potable Water Treatment
Facilities ."'. .... ... ... ... ... .... "'''i''' ,..... .+. .....Ii ..oj.... ... .... ... ... ... ....5....'...... I"'. io.". .+. .... .... .... ..... ..... ..... ~.'" I+~ ,..., .... .." 5- ~
Major Tasks Required to Build Planned FGUA Potable Water
Treatment FadUties .......... .......... ...... .... ......... .... ......... .... ................... ............ .........5-24
Major Tasks Required to Build Planned FGUA Reclaimed Water
Project." ... .... ....... ....... .... .... ...... to"'. ....... ................ t.. "".. ....... ... .1........... ....."''''..... I....... ~.. "'. ...... ..... .1........ oil.. I.. ~ '" '" 5-26
Summary of Planned artJC Wens ......................................................................5-27
Summary of Existing and Planned OTUC Water Treatment FadJities...........5-27
Summary of Planned AMUC WeUs.....................................................................5-27
Major Tasks Required to Build Planned AMUC Potable Water Wells ...........5-29
Summary of Existing and Planned AMUC Potable Water Treatment
Facilities .................. .................. .... ..,.......... ...... ...... .......... ..... ..... .......... ....... ............. 5-30
P~C~,O.Y_W.... SuppIy'ocffi....WodlP...I'O_.. P'"(FinoIv_ SuI>"~"'Oc:AI\T.llNl31Jo~...._
vii
Ust of Tables
5--22 Major Tasks Required to Build Planned AMUC Potable Water Treatment
Facilities ........ ... .......... ...... ................ ....... ................ """ ..... ......................................5-31
5--23 Summary of Existing and Planned AMUC Water Reclamation FaciUties......5-28
6-1 Capacity Analysis for CCWSD ........................... ............. ................... "'....... .... ......6-1
6-2 Revised Capacity Analysis for CCWSD ................................................................6-2
6-3 Capacity Analysis for IWSD ............................................,......................................6-2
6-4 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 Capita) Improvement Projects ......... .............. ............ ......... .................... 8-2
8-2 IWSD Capital Improvement Projects................ .............. "" .................. ...... ........... 8-8
8-3 FeU A Capital Improvement Projects........ .......... ....... .... ..................... ......... .........8-9
84 OTUC Capital Improvement ProjectS.......m........................................................8-10
8-5 AMUC Capital Improvement Projects ................................................................8-11
aIUI viii
P;'blIhwCounty\..o-V.... Watti' &ppIy FacifiliHWcn PJan\10 V.,.ionl. P'-tI (Fll'laI Version SubnMnld to OCA)l.T..Nl3 LillaFlQIIendTabl.doc
(
List of Common Acronyms
A
AADD
AADF
ADD
AMUC
ASR
AUlR
AWS
B
BCC
BEBR
C
CCCPD
CCWSD
CDBS
( CUP
D
DIW
E
EAR
ERC
F
FAC
FDEP
FGUA
FY
G
GMP
gpcd
gpd
ClIVI
Annual Average Daily Demand
Annual Average Daily Flow
Average Daily Demand
Ave Maria Utility Company (AMUC)
Aquifer Storage and Recovery
Annual Update and Inventory Report
Alternative Water Supply
Board of County Commissioners
Bureau of Economic and Business Research
Collier County Comprehensive Planning Department
Collier County WaterMSewer District
Community Development and Environmental Services
Consumption Use Permits
Deep Injection Well
Evaluation and Appraisal Report
Equivalent Residential Connection
Florida Administrative Code
Florida Department of Environmental Protection
Florida Government Utility Authority
Fiscal Year
Growth Management Plan
Gallons per Capita per Day
Gallons per Day
Ix
P>ICoIlorCounIyl'o.V_ W_ SupplyF_ Wool< _'0 VonI..... P"'IFInII Vorsion _IOOCA~T_ L" .. ComoIorI ~',doc
Ust of Common Acronyms
( H
HPRO High Pressure Reverse Osmosis
HZl Hawthorne Zone 1 Aquifer
I
IE Ion Exchange
IWSD Immokalee Water and Sewer District
L
LOC 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
CDftt
x
P:\Co!liI, CaunCyl1G-Vow w_ Supply FociIIht Wort< PIonI10 v.rtion 6.""" (F1MI_ Sub"- 10 lICAl\n.1IO>I L;ot o. CoIMIon _"""doI;
R
RIB
RO
RWA
S
SCRWTP
SCWRF
SERWTP
SEWRF
SFWMD
U
ULDC
W
WRF
WT
WTP
t
CONI
Rapid Infiltration Basin
Reverse Osmosis
Rural Water Association
South County Regional Water Treatment Plant
South County Water Reclamation Facility
Southeast Regional Water Treatment Plant
Southeast Water Reclamation Facility
South Florida Water Management District
Unified Land Development Code
Water Reclamation Facility
Water-Table Aquifer
Water Treatment Plant
P'\Co1llot CcIIIIly\lil-vo..WIlI< SllppIyI'_..Work PIon\10V....... - PIll. (Flnol v...... _10 DCAJlT_ Lilt., eon.- -,....dOc
List of Common Acronyms
xi
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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 lO-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 (OTUq
· Ave Maria Utility Company, LLLP (AMUC)
Utilities not included in this plan are the City of Naples Utility Deparhnent, 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.
P;\CoIIoor~tD-V'" w_ Supply FocI'U..W... PlanllG Yo....... PlIlI (F....V_ SIIllmiOOClIO DCA~ToxNlS E_ SulYl""'YcIot8MI2DOI
ES-1
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Executive Summary
· Demonstrate that the water supply plans for each utiUty 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 lO-Year Water Supply Facilities Work Plan was prepared by
Camp Dresser and McKee Inc. (COM) for the Collier County Comprehensive
Planning Department. COM is a consulting, engineering, construction, and
operations firm with a successful track record of utility-based planning and design
projects. COM 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 L WCWSP 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 lO-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-l 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 weJJfields, 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.
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ES-2
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Executive Summary
Table ES-1. Summary of existing and Planned CCWSD Water Treatment and Water
Reclamation Facllltles'
Facility Name Year Design Capacity Project Identified In
Online (MGD) LWCWSP
Water Treatment Facilities
NCRWTP MF
NCRWTP LPRO
SCRWTP LS
SCRWTPLPRO
NCRWTP HPRO
NERWTP Phase 1 LPRO
NERWTP Phase 1 Ion Exchange
Total
Water Reclamation FaCilities
NCWRF 24.1
SCWRF 16.0
NCWRF Expansion 6.5
NEWRF Phase 1 4.0
Total 50.6
Information taken from the Collier County 2008 Water and Wastewater Master Plan Updates adopted
by the Collier County Board of County Commissioners on June 24, 2008.
Online
Online
Online
Online
2012
2018
2018
12.0
8.0
12.0
20
2.0
3.75
1.25
59.0
N/A
N/A
N/A
N/A
Yes
Yes
Yes
NJA
NJA
N/A
Yes
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.
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)1 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 10.06 15.76
Calculated by subtracting Required Treatment Capacity @ 170 gped from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the Required Treatment Capacity @ 170 gped by the efficiency of the treatment
grocess.
CUP based on existing permit (11-Q0249-W) and allocation increases currently in process.
.. Calculated by subtracting the Raw Water Requirement from the Permitted Amount.
P~C~10.v.. W_ SupplyF_ w.... _10 v...... .. PIon 1F'1IlaI1ItI_ _illIG DCA~T..I'I)$ !He_ Su_,-..:zllOll
5-3
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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 A WS 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.
and Planned ISWD Water Treatment Facilities 1
Year Design Capacity Project Identified in
Online MGD LWCWSP
Jerry V. Warden WTP Online 2.25 N1A
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 2 2013 1.00 No
Total 6.60
Information on the existing and planned water treatment facilities taken from the 2005-2006 Lower
West Coast Water Supply Plan Update approved by the Goveming 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 ES-4. A discussion of the capacity analysis can be found in Section 6.2.
Table ES-4. Ca c
2005 2008 2013 2018
22.206 23.784 26,638 29.664
182 182 182 182
4.04 4.33 4.85 5.40
4.50 5.60 5.60 6.60
0.46 1.17 0.75 1.20
4.17 4.46 5.00 5.57
3.36 3.36 3.36 3.36
Permitted Su Ius Deficit MGD 0.80 1.10 1.64 2.20
Calculated by subtracting Annual Average Dally Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the Annual Average Daily Demand by the efficiency of the treatment process.
3 CUP for 3.36 MGD annual average expires June 15,2010.
4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount.
P~Coulltj\lo.V__ SuIll>lYF__ P,"",IO_ 5. Plon(F....V.'__1O IlCA1>T"_~NeSutnollly_~OlI8
ES-4
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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 (l1-OOO13-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 lO-year
planning period include projects to meet minor increases in water demand.
Table ES-5 summarizes the treatment capacity of the existing and planned potable
water facilities for FGUA.
Table ES-5. Summa
Facility Name
and Planned FGUA Water Treatment Facilities 1
Year Design Capacity Project Identified in
Online MGD 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 2.59
Information on existing and planned water treatment facilities was taken from the e-mail memo
submitted by FGUA to the Collier County Community Development and Environmental Services on July
15, 2008.
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 E5-6.
2005 2008 2013 2018
13,642 14,224 15,704 17,339
109 109 109 109
1.49 1.55 1.71 1.89
2.09 2.09 2.34 2.59
0.60 0.54 0.63 0.70
1.n 1.91 2.17 2.46
1.92 1.92 1.92 1.92
Permitted Su Ius Deficit MGD 4 0.15 0.01 0.25 0.54
Calculated by subtracting Annual Average Dally Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by multiplying the population by the demand per capita raw water usage.
3 CUP 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 lO-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
P..:.....Cauoojo\l00V_ WIloI StIpp... FIeImt.. W... ......IOV"""'" 5. P""l- v...... _ID 0CA~T_l!'lcocu1heS."""",4odUI20115
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CIJIII
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 Utility Company (OTUC)
Table ES-7 summarizes the treatment capacity of the existing and planned potable
water facilities for OTUe.
Table ES-7. Summa
Facility Name
Orange Tree WTP
Orange Tree WTP
Ex ansion
Total
of Exlstln and Planned OTUC Water Treabnent Facilities 1
Year Online Design Capacity Proiect Identified In LWCWSP
MGD I
Online 0.75 N/A
2009
0.75
1.50
No
Information on existing and planned water treatment facilities were taken from the e-mail memo
submitted by OlUC to the Collier County Community Development and Environmental Services on
September 27,2007.
Based on population projections available for the OTUe 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.
2005 2008 2012
2,631 5,700 9,500
100 100 100
0.26 0.57 0.95
0.75 0.75 1.50
0.49 0.18 0.55
~~ ~n 1n
0.86 0.86 0.86
Permitted Su Ius Deficit MGD 4 0.52 0.13 0.36
Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the Annual Average Daily Demand by the efficiency of the treatment process.
3 CUP for 0.86 MGD annual average expires November 11, 2009.
4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount
Under the population projections presented, the improvements planned by the OTUe
for the lO-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 OTUe is obligated to become part of the eCWSD in 2012
and eeWSD has planned for the capacity and permits necessary takeover the OTUC.
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ES-6
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Executive Summary
Ave Maria Utility Company, LLLP (AMUC)
Table E8-9 summarizes the treatment capacity of the existing and planned potable
water and water reclamation facilities for AMUC.
Table ES-9. Summary of Existing and Planned AMUC Water Treatment and Water
Reclamation Facilities 1
Facility Name Year Design Capacity Project Identified In
Online MGD LWCWSP
Water Treatment Facilities
AMUC WTP (Phase 1)
AMUC WTP (Phase 2)
AMUC WTP (Phase 3)
AMUC WTP (Phase 4)
Total
Water Reclamation Facilities
AMUC WRF Phase 1 1.25
AMUC WRF Phase 2 1.25
AMUC WRF Phase 3 1.25
AMUC WRF Phase 4 1.25
Total 5.00
Information on existing and planned water and wastewater treatment facilities taken from the
Preliminary Design Reports for Ave Marla 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.
Online
2010
2012
2015
1.67
0.83
1.67
0.83
5.00
Yes
No
No
No
Yes
Yes
Yes
Yes
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-lO. The improvements plaMed by the AMUC for the lO-year planning
period are sufficient to meet the demands of the service area. However, the allocation
of the underlying CUP (l1-02298-W) does not cover the withdrawals required to
achieve the finished water demand.
2007 2008 2013
2,924 3.886 14.985
110 110 110
0.32 0.43 1.65
1.67 1.67 4.17
1.35 1.24 2.52
0.38 0.50 1.94
1.26 1.26 1.26
Permitted Sur Ius Deficit MGD 5 0.88 0.76 0.68
AMUC began service in early 2007.
2 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.
5 Calculated by subtracting the Raw Water Requirement from the Permitted Amount.
P:\CoIllo1 CovIlI"lo.Y_W"'~F_W'" _'0 v_.. ......1'....V..1an S....mlllHto llCA~n_ E_... So_,_I2OO1
ES-7
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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) (pGUA)
. Orange Tree Utility Company (OTUq
. Ave Maria Utility Company, LLLP (AMUq
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 lO-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 200S 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.
<:aM 1-1
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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 weUfields,
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.
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1.2
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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-op,
Inc. and the Port of the Islands Community Improvement District, along with
numerous sman 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 CoWer 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 1969 and
validated by the State Legislature in 1978 by Special Act, Chapter 78-489, Laws of
Florida. In 1988, the legislature approved a supplement to the Special Act, which
included revisions to the District boundaries. This action significantly increased the
size of the Dishict 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 lO-year
planning period, no plans for supplying additional water to this area are included in
this Plan. The original interloca1 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
P~Counly\lo-Y_W_SupplyF_Wort<_10Y_e. PlInIFlnolV_S......iIlOdlo I)CA~T.JlII07 _on ~40_
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COLLIER COUNTY 10-YEAR WATER SUPPl. Y FACIL TIES WORK PLAN
WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY
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SecUon 2
Water Service Areas
Rural Fringe Areas were incorporated within the CCWSD when the Board of County
Commissioners approved Resolution 2003-296 on September 17, 2003. From the
adoption date forward, the County is responsible for providing water and sewer
service in the 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.
22.1.2 Goodland Water Sub-District
The smallest of the County's districts is the Goodland Water Sub-District. Coodland is
an island community, roughly one-quarter of a square mile inarea, and is located off
SR-92 about two miles east of Marco Island. This district was established by
referendum in 1975. Potable water for the Coodland 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 Coodland Water Sub-District serves the community of Coodland 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
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FIGURE 2-2
COLLIER COUNTY 10-YEAR WATER SUPPLY FACIL TIES WORK PLAN
CCWSD POTABLE/RECLAIMED WATER SYSTEM COMPOSITE MAP
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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
Plan. 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 over17 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 Dismct. 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 gaIIons 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
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Section 2
Water Service Areas
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
FIoridacounties. Figure 2-1 shows the boundaries for the utility.
2.2.7 Orange Tree Utility Company (OTUC)
Orange Tree Utility Company (OTUe) 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 1996, 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
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 BO,OOO 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
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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 US-41, approximately 20 miles south of Naples.
This district was created in 1986 by the Collier County Board of County
Commissioners in response to a petition from the District's developers and was
created as a mechanism to provide water and other services to this isolated area. The
District is governed by an elected board of directors. 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 170gpcd 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 Deparbnent of
Environmental Protection
The foUowing 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 Sabal Rest #1
. Bonita Bay East Sabal Rest #2
. Center Point Community Church
. Children's House
. Corkscrew Swamp Sanctuary
. E's Country Store
. Everglades Shores/Big Cypress Preserve
. Golden Gate Assembly Of God
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Section 2
Water Service Areas
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. Golden Gate Library
. Hakan Services, Inc.
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. 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
. Trees Camp WTP
. Unity Faith Missionary Baptist
. VFW-Golden Gate Post ml
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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 1Q..year planning
period of this plan. The population projections are for peak season, which is the basis
for planning and sizing of facilities.
Table 3-1. Collier County Peak Season Population Estimates and Projections
Year 2005 2008 2013 2018
Countywide 386,668 412.499 467.820 528,046
Estimates and projections are taken from the CCCPD population 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. Population Projections for Areas Served bv CCWSD
Year 2005 2008 2013 2018
Peak Served Area Population (Seasonal)1 180.463 205,433 255,594 296.555
T Estimates and projections are based on the CCCPD 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 (BCq on June 24, 2008, the LOSS for the CCWSD is
being revised from 185 gallons per capita per day (gped) to 170 gped. Based on the
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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 S-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.
Table 3-3. Prolected PODulatlon and Demand for Areas Served bv CCWSD
Year 2005 2008 2013 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) 30.68 34.92 43.45 50.41
Estimates and projections are based on the CCCPD population estimates and projections dated June
11,2008.
3.2.2 Immokalee Water and Sewer District (IWSD)
Table 3-4 shows the projected populations for the areas served and to be served
within the existing IWSD service area. The population is shown in 5-year increments,
through 2018.
Table 3-4. PODulatton Projections for Areas Served b IWSD
Year 2005 2008 2013
Served Area Population' 22.206 23,784 26.638
Service area populations based on projections included in SFWMD CUP #11.00013-W.
2018
29.664
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 fOf 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. Protect PODulatlon and Demand for Areas SelVed bY IWSD
Year 2005 2008 2013
Service Area Population 1 22.206 23,784 26,638
Demand Per Capita (MGD) 182 182 182
Annual Average Daily Demand (MGD) 4.04 4.33 4.85
Maximum Month Dally Demand (MGD) 4.85 5.19 5.82
Service area populations based on projections included In SFWMD CUP #11-00013-W.
2018
29,664
182
5.40
6.48
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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. PODulation Protections for Areas Served b FGUA
Year 2005 2008 2013 2018
Served Area Population 1 13,642 14,224 15,704 17,339
1 Projections based on 2000 U.S. Census. 3.2 Individuals per residence multiplied by ERC 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.
Table 3-7. Project Population and Demand for Areas Served bv FGUA
Year 2005 2008 2013 2018
Service Area Population1 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
T Projections based on 2000 U.S. Census. 3.2 Individuals per residence multiplied by ERC for 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 OTUe service area. The population is shown in s..year increments,
through 2012 when operation of the OTUe will be taken over by eeWSD.
Table 3..s. Population Prolectlons for Areas Served by OTUC
Year 2005 2008 2012
Served Area Population1 2.631 5,700 9,500
Service area populatIons based on existing connections and forecasted 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.
The OTUe LOSS includes operational standards and a per eapita water demand
standard of 100 gped. Based on the LOSS of 100 gped and the population projections
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Section 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 AAOO by a peaking factor,
which in this case is 1.2.
Table 3-9. Project PODulatlon and Demand for Areas Served bv OTUC
Vear 2005 2008 2012
Service Area Populatlon1 2,631 5,700 9,500
Demand Per Capita (MGD) 100 100 100
Annual Average Dally Demand (MGD) 0.26 0.57 0.95
Maximum Month Daily Demand (MGD) 0.32 0.68 1.14
T Service area populations based on existing connections and forecasted 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 S-year
increments, through 2018.
Table 3.10. PODulatlon Projections for Areas Served bv AMUC
Year 20072 2008 2013 2018
Served Area Population 1 2,924 3,886 14,985 27,255
Service area populations based on Preliminary Design Report for Wastewater Treatment 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 gpcd. Based on the LOSS of 110 gpcd and the population
projections presented in Table 3-10, the demand projections for the AMUC were
developed. Table 3-11 presents the projected served population and demand for the
AMUC, in 5-year increments, through 2018. Demand is provided as both AADO in
MGD and MMDO also in MGD. MMOD is determined by multiplying the AADD by
a peaking factor, which in this case is 1.2.
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Section 3
Population and Demand Projections
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I. Table 3-11. Prolect PODulatlon and Demand for Areas Served by AMUC
Year 20072 2008 2013 2018
Service Area Population 1 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
Maximum Month Daily Demand (MGD) 0.39 0.51 1.98 3.60
Service area populations based on Preliminary Design Report for Wastewater Treatment Facilities,
prepared by CH2M Hill, June 2004 and supplemented with comments received from AMUC in a tetter
dated September 20,2007.
2 AMUC began service in early 2007.
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Section 4
Existing Water Supply Facilities
4.1 Collier County Water-Sewer Disbict (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.
Table 4-1. Consum tive Use Permits Issued b SFWMD to CCWSD
Consumptive Aquifer Number of Expiration Annual Average
Use Permit Permitted Date Allocation Day
Wells (MG) Allocation
(MGD)
Maximum
Monthly
Allocation
(MG)
N/A
11-00249-W
LT
HZ1
lH
18.82
16.00
02108/26
02108/11
02/08/26
070529-12'
11-00052-W2
2,639
N/A
7.23
WT
Total
2.639
7.23
N/A
L T = Lower Tamiami
HZ1 = Hawthom Zone 1
LH = Lower Hawthorn
WT = Water Table
, Application in process for modifICation of the consumptive use permit 11-o0249-W to supply the
planned NERWTP.
2 Consumptive use permit for supplemental reclaimed water wellfield.
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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-l990s 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 minimal 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 Tarniami (L 1') 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 L T Aquifer,
water levels in key indicator wells are remaining steady and in some cases increasing.
These trends suggest that additional pumping of the L T Aqujfer 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 A WS 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 A WS projects.
The CCWSD's intent to pursue additional minimal freshwater withdrawals from the
L T Aquifer to maximize the efficiency of existing infrastructure and planned A WS
projects is not inconsistent with the 2005-2006 LWCWSP published by the SFWMO,
which states on page 47, /I 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."
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Section 4
Existing Water Supply Facifities
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 L T
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 level 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 L T 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 A WS projects.
4.1.2 Potable Water Facilities
4.1.2.1 Wellfields
Currently, the CCWSD operates three well fields: the Golden Gate Tamiami WelIfield,
the North Hawthorn Reverse Osmosis (RO) Well field, and the South Hawthorn RO
Wellfield. The location of each of these welIfields is illustrated in Figure 4-1. The
North Hawthorn RO and South Hawthorn RO well fields 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 (IS) equipment at
theSCRWTP.
Tables 4-2, 4-3, and 4-4 summarize the existing wells in the Golden Gate Tamiami
Wellfietd, the North Hawthorn RO Wellfield, and the South Hawthorn RO Wellfield,
respectively.
4.1.22 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, HZl and LH aquifers. Water from the LT
Aquifer is treated using MF, while water from the HZl and LH aquifers are treated by
P:lColl.~'t).Y_W_SurlPll<F__P1A1l\'OV_I,_(AMlV"__IODCA~T'__4_
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L!GEND
EXISTING RAW WATER _
TRANSNISSION NAINS
EXISTING WELLS .
H/>M!v10CK ~WAD
JOAN's
SA8AI. PAUol
cat.t FIGURE 4-1
COLLIER COUNTY la-YEAR WATER SUPPLY FACILTIES WORK PLAN
.---..rY'_HANUN EXISTING CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS
(
aJM
Table 4-2. existing CCWSD Golden Gate Tamiaml Wellfleld
Well Aquifer Total Depth Depth of Diameter Capacity
No. (ft) Casing (ft) (in) (gpm)
1 LT 96 50 16 700
2 LT 100 50 16 700
3 IT 100 51 16 700
4 IT 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 IT 130 84 12 700
16 LT 150 92 12 700
17 LT 125 78 12 1000
18 LT 126 80 12 1000
19 LT 128 83 12 1000
20 LT 131 83 12 1000
21 LT 110 62 12 1000
22 LT 101 62 12 1000
23 LT 111 59 12 1000
24 LT 109 58 12 1000
25 LT 110 65 12 1000
26 IT 106 65 12 1000
27 LT 105 61 12 1000
28 LT 120 66 12 1000
29 LT 125 72 12 1000
30 LT 120 58 12 1000
31 LT 120 65 12 1000
32 LT 120 65 12 1000
33 LT 120 70 12 1000
34 LT 120 80 12 1000
35 LT 145 102 12 1000
36 LT 125 92 12 1000
37 LT 150 100 12 1000
1 Information on existing wells taken from CUP #11-Q0249-W.
P,lCGI;orC0UIlIyI100V_ W_ SUpply F_ w.... PItIlI10V_ 6, _ lFifloIV...IanSublnlledto DCA~T.1<I\OlI SO<lion ',_12008
4<-5
a:JM
Section 4
Existing Water Supply Facilities
Table 4-3. Existing North Hawthorn RO Wellfleld Summary1
Well No. Aquifer Total Depth Depth of Diameter Capacity
(ft) Casing (ft) (In) (gpm)
RO-1N LH 801 705 161122 1000
RO-2N LH 780 734 161122 1000
R0-3N LH 800 720 16/1z2 1000
RO-4N LH 891 744 16/122 1000
RO-5N LH 1070 790 16/122 1000
RO-6N LH 975 740 16/122 1000
RQ..7N LH 977 775 16/122 1000
RQ..9N LH 952 780 16/122 1000
RO-10N LH 1011 750 16/1z2 1000
RQ..11N LH 951 735 16/122 1000
RQ..12N LH 891 730 16/123 1000
RQ..13N LH 925 731 16/123 1000
RQ..14N LH 950 713 161124 1000
RQ..15N LH 957 737 16/123 1000
RO-16N LH 989 751 16/123 1000
RQ..17N LH 996 780 16/123 1000
RO-18N LH 1000 700 16 1000
RQ..19N LH 1000 700 16 1000
RQ..20N LH 1000 700 16 1000
RO-101N HZ1 512 397 16 350
RQ..102N HZ1 500 400 16 350
RQ..109N HZ1 475 404 16 350
RQ..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
R0-118N HZ1 500 400 16 350
RO-119N HZ1 500 400 16 350
RO-120N HZ1 500 400 16 350
T
InformatIon on existing wells taken from CUP #1l-00249-W.
2 16-inch casing to 100 feet, then 12-inch casing to production casing depth.
3 l6-inch casing to 150 feet, then 12-inch casing to production casing depth.
4 l6-inch casing to 160 feet, then 12-inch casing to production casing depth.
PoICol,,", Couftly\l00V_W_ S<lppIy F_ Wartl Pfonll0V_ S. _ (F'....v_ SObmillod IOOCA~T._ _..docll4l2l108
4-6
(
COM
Section 4
Existing Water Supply Facilities
Table 4-4. Exlstlna South Hawthorn RO Wellfleld SummarY'
Well No. Aquifer Total Depth Depth of Diameter (in) Capacity (gpm)
(ft) Casing (ft)
RO-1S HZ1 420 312 16/122 1000
RQ..2S HZ1 400 292 16/122 1000
RO~3S HZ1 403 293 16/122 1000
RO-4S HZ1 402 331 16/122 1000
RQ..5S HZ1 402 297 16/122 1000
R0-6S HZ1 421 317 16/iT 1000
RQ..7S HZ1 442 328 161122 1000
RO-8S LH 982 660 161122 1000
RQ..9S LH 682 630 161122 1000
RO-10S LH 842 630 16/122 1000
RO-11S LH 963 653 1611T 1000
RQ..12S HZ1 422 299 161122 1000
RO-13S HZ1 400 295 16/122 1000
RQ-14S HZ1 422 298 16/122 1000
RO-15S HZ1 402 295 1611T 1000
.
R0-16S HZ1 420 300 16 1000
RQ-17S HZ1 420 300 16 1000
RO-18S HZ1 420 300 16 1000
R0-19S HZ1 420 300 16 1000
R0-20S HZ1 420 300 16 1000
R0-21S HZ1 420 300 16 1000
R0-22S HZ1 420 300 16 1000
R0-23S HZ1 420 300 16 1000
R0-24S 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-26S HZ1 420 300 16 1000
R0-29S HZ1 420 300 16 1000
RQ..30S HZ1 420 300 16 1000
1
Information on existing wells taken from CUP #11-00249-W.
2 16-inch casing to 120 feet, then 12-inch casing to production casing depth.
P:IC_ Count,,'I).V..._ SllJlP'r P_WOlt< _10_... P,.,,(FlnoIVonlon SuII_IoOC/l)To_ Soollan'_
4-7
(
(
"
aI't1
Section 4
Existing Wat6r Supply Facilities
Table 4-4. Existing South Hawthorn RO Wellfleld Summary' (Continued)
Well No. Aquifer Total Depth Depth of Diameter (in) Capacity (gpm)
tft) Casino tft}
RO-31S HZ1 420 300 16 1000
RO-32S HZ1 420 300 16 1000
R0-33S HZ1 420 300 16 1000
RO-34S HZ1 420 300 16 1000
R0-35S HZ1 420 300 16 1000
RO-36S HZ1 420 300 16 1000
R0-37S HZ1 420 300 16 1000
RQ..38S HZ1 420 300 16 1000
R0-39S HZ1 400 300 16 1000
R0-40S LH 1000 700 16 1000
R0-41S HZ1 400 300 16 1000
R0-42S LH 1000 700 16 1000
r
Information on 6xlsting wells taken from CU P #11"()()249-W.
2 16-inch casing to 120 feet, then 12-inch 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 8 MGD'from the LPRO process.
The SCRWTP is located near the intersection of CR-951 and 1-75 about 5.5 miles south
of the NCRWTP. The plant utilizes groundwater withdrawn from the L T, HZl and
LH aquifers. Water from the LT Aquifer is treated using IS, while water from the
HZl and LH aquifers are treated by LPRO. Currently, the plant is capable of
producing 32 MGD of finished water; 12 MGD from the IS 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.
Table 4-5. Summa of Exlstl CCWSD Water Treatment Facilities'
Facility Name Design Raw Water Raw Water Traditional! Alternative
Ca a' MGD uiremenr MGD Source
NCRWTP MF 12.00 14.12 LT
NCRWTP LPRO 8.00 10.67 LHIHZ1
SCRWTP lS 12.00 12.37 LT
SCRWTP LPRO 20.00 26.67 LH/HZ1
Total 52.00 63.82
Information on existing treatment facilities taken from the Collier County 2008 Water Master Plan
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.
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L(GEND
EXISTING POTABlE _
WATER TREATMEHT
FACIUTIES
COM
.---....v_~
FIGURE 4-2
COLLIER COUNTY 10-YEAR WATER SUPPLY FACIL TIES WORK PLAN
EXISTING CCWSD POTABLE WATER TREA TMENT FACILITIES
\
CI1M
Section 4
Existing Water Supply Facilities
4.1.2.3 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. Summa CCWSD Water Stora e Facilities
Facility Name Tank Volume MG Usable Stora e Volume
NCRWTP 12.00 11.10
SCRWTP 14.00 12.40
Isle of Ca rI 0.25 0.20
Manatee Road Pum in Station 2.00 1.80
Carica Road Pum In Station 10.00 9.30
Manatee Road ASR2 N/A -1 MGD
S stem Total 38.25 34.80
Information on existing water storage facilities 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.
P;ICoIlo<Courlllllo.V...WolOl SuJlPlY F_.W",* plor1\laVM.S - Pion tl'inelV_ Submlled 10 DCA~T_ Sldion 4,___
4-10
<0
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LEGEND
EXISTING POTABLE
WATER STORAGE
FACILITIES
10
lEE CO
COWER CO
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FIGUR 4-
COLLIER COUNTY 10-YEAR WATER SUPPLY F ACIL TIES WORK PLAN
EXISTING CCWSD POT ABLE WATER STORAGE FACILITIES
Section 4
Existing Water Supply Facilities
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 Redaimed 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.
Water Reclamation Facilities 1
Design Capacity (MGD)
NCWRF
SCWRF
24.10
16.00
Total 40.10
Information on existing water reclamation facilities taken from the Collier County 2008 Wastewater
Master Plan Update, adopted by the Collier County Bee 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 5 MGD of reclaimed water,
P:\Cou. COunly\1~V.arW""Supp"F~ilitiHWork Plan\10Vlt1ian 8. PIIn CFlnelVersjon Mmialld10 OCAJ\Tek1l.09 SfdiQn ".do~
4-12
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LEGEND
EXISTING POTABLE
WATER TRANSMISSION
WAINS
i
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f!
lEE CO
COWER CO
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12. OR GREATER. 8. ANO 10.
IlAINS SHO'IlIN FOR CIlI1ICAl
LOOPS.
CDI
._-..vANDHAN88N
FIGURE 4-4
COLLIER COUNTY 10-YEAR WATER SUPPLY FACIL TIES WORK PLAN
EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS
I.
II
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COWi:R CO
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LEGEND
EXISTING WATER *
RECLAMATION
F ACILI TIES
COlI
. ClllBBl.llYNlDHAN8mY
FIGURE 4-5
COLLIER COUNTY 10-YEAR WATER SUPPLY FACIL TIES WORK PLAN
EXISTING CCWSD WATER RECLAMA TION FACILITIES
f
\.
u.
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 Well field and the Immokalee (Mule Pen
Quarry) Wellfield, are shown in Figure 4-6. The well fields 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 ImmokaIee
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 Supplemental Wells 1
Well Aquifer Total Depth Depth of
No. (ft) Casina(ft)
1 L T 100 50
2 LT 100 50
3 LT 100 50
4 L T 100 50
5 LT 100 50
6 L T 100 50
7 LT 100 50
8 WT 35 20
9 WT 35 20
10 WT 35 20
11 WT 35 20
12 WT 35 20
13 WT 35 20
Information on existing wells taken from CUP #11.00052-W.
Diameter
(In)
10
10
10
10
10
10
10
10
10
10
10
10
10
Capacity (gpm)
300
300
300
300
300
300
300
500
500
500
500
500
500
P'CoIIo<C:OU""'l).V...W_ SupplJ ~_ w... P,....ov.._.,...... (F....V_n s.t>m_ Iv D<:II~T._ Sodion 4.doc:8l~
4-15
LEE CO
COLUER CO
WRF
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LEGEND
.ATp IlI<:I.AIlATlON *
P'",CJUTY
EXJST!"G M:CLAl'....
.ATEIlIIAIN$
~""TAl. *
WELlJJELDS
NOTE:
MAINS SHOWN ARE GENERALlY
12" OR GR[ATER. S" AND 10"
MAINS $HOWN FOR CRIlICAt.
LOOPS.
COM
.--..v-HAN8EN
o 1.0 2.0
r"'\....- I
SCALE IN MILES
~~ rs._IM~CXALrf. fFJ,..o {CA" clAfi
12
-......
FIGURE 4-6
COLLIER COUNTY lO-YEAR WATER SUPPLY FACIL TIES WORK PLAN
EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM
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 ImmokaJee Water and
Sewer District
Consumptive Aquifer
Use Permit
Number of
Permitted
Wells
Expiration
Date
Annual
Allocation
(MG)
11-00013-W
Lower
Tamlami
4.70
16
6/15/2010 1.227
4.2.2 Potable Water Facilities
4.2.2.1 WeIlfields
Currently, the IWSD operates three wellfields; one adjacent to each of its WTPs. The
locations of each of these wellfields and WTPs are illustrated in Figure 4-7. The wells
maintained by the IWSD tap the LT Aquifer, which is a traditional freshwater source.
Table 4-10 summarizes the existing wells operated by the IWSD.
4.2.2.2 Water Treatment Facilities
The IWSD is served by three interconnected water treatment facilities; the Jerry V.
Warden WTP, the Airport WTP and the Carson Road WTP, which are shown in
Figure 4-7.
Table 4-10. SummarY of Exlstlna IWSD Potable Water Wells
Well No. Aquifer Total Depth Depth of Diameter Capacity
(fO Casino (ft) (in) (oom)
1 LT 275 236 4 110
2 LT 225 140 6 400
3 LT 315 230 8 200
4 LT 275 250 8 225
5 IT 275 236 8 225
6 IT 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 8 350
15 LT 180 100 8 350
16 LT 187 107 6 350
. .
Information on eXisting wells taken from CUP #11-o0013-W.
P>Co'''' CounlyI' II-Y_ WoI., S"""" FICffiliH W'" 1'IaIl\10 v...... 8 ' .... (FlnoIV...ion s..._ to DCAJT._ So_ ---1;1008
4-17
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Section 4
Existing Water Supply Facilities
The Jerry V. Warden WTP is located on the west side of Sanitation Road, south of CR-
29. Freshwater from the LT Aquifer is treated at the plant using lime softening (LS).
The plant has a finished water capacity of 2.25 MGD.
The Carson Road WTP is located on the west side of Carson Road, north of Lake
Trafford Road. The plant utilizes IS 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. IS 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 on-site 0.75 MG ground storage tank. From the
storage tanks water enters the distribution system which consists of mains ranging in
size from 2-inch to 12-inch. The distribution system contains approximately 100 miles
of mains. Table 4-12 summaries the existing water storage facilities utilized by IWSD.
Table 4-11. Summa of Exlstln IWSO Water Treatment Facilities 1
Facility Name Design Raw Water Raw Water
Capacity Requlremenr Source
(MGD) (MGD)
Jerry V. Warden WTP 2.25 2.32
AirportWTP 1.35 1.39
Carson Road WTP 0.90 0.93
Total 4.50 4.64
Informal/on on existing water treatment facilities taken from the 2005-2006 Lower West Coast Water
Supply Plan Update approved by the Goveming Board of the SFWMD on July 12, 2006.
2 Raw water requirement Is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the finished water capacity by the efficiency of the treatment process.
Traditional!
Alternative
LT
LT
LT
Traditional (Fresh)
Traditional (Fresh)
Traditional (Fresh)
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4-19
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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.
Table 4.13. Consumptive Use Permits Issued bv SFWMD to FGUA
Consumptive Aquifer Number of Expiration Annual
Use Permit Permitted Date Allocation
Wells (MG)
11-00148-W
LT
WT
Total
3 (oroposed) 9111/2008
9 9/11/2008
12
Average
Day
Allocation
lMGD}
0.91
N/A
1.92
Maximum
Monthly
Allocation
lMGl
33.75
N/A
71.50
331
N/A
702
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 L T wells are proposed and discussed in Section 5.3.1.1. Table 4-14
summarizes the existing wells operated by FGUA.
Table 4-14. Summary of Wells Ooerated bv FGUA 1
Well No. Aquifer Total Depth (ft) Depth of Casing Diameter Capacity (gpm)
(ft) (in)
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 25 25 10 200
10 WT 25 15 8 200
11 WT 25 15 8 200
Information on existing wells taken from CUP #11.00148-W.
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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
RO for additional capacity. A summary of the existing water treatment facilities is
provided in Table 4~lS. 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. Summa
Facility Name
of Existln FGUA Water Treatment Facilities 1
Design Raw Water Raw Traditional! Alternative
Capacity Requlremenf Water
(MGD) (MGD) Source
1.22 1.38 WT
Golden Gate WTP
LS
Golden Gate WTP
RO
Total 2.09 2.54
Information of existing water treatment facilities take from the draft 2007 Water Master Plan Update,
frepared by Arcadls, June 2007.
Based on Monthly Operating Reports submitted to FDEP.
Traditional (Fresh)
0.87
1.16
WT
Traditional (Fresh)
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.
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
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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.
Table 4-17. ConsumDtlve Use Permits Issued by SFWMD to OTUC
Consumptive Aquifer Number of Expiration Annual
Use Permit Permitted Date Allocation
Wells (MG)
Average
Day
Allocation
(MGD)
Maximum
Monthly
Allocation
(MGD)
11-oo419-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 wens maintained by OTUC
tap the L T Aquifer, which is a traditional freshwater source. Table 4-18 summarizes
the existing wells operated by the utility.
Table 4-18. Summal'\l of Wells ODerated by OTUC
Well No. Aquifer Total Depth Depth of Diameter Capacity (gpm)
(ft) Casing (ft) (in)
PW1 IT 180 70 12 300
PW2 IT 180 70 12 300
PW3 LT 180 70 12 300
PW4 IT 180 70 12 300
Information on existing wells taken from CUP #11-0041 S-W.
4.4.2.2 Water Treatment Facilities
OTUC operates one WTP, which is located east of SR-846, north of CR-858 as shown
in Figure 4-10. The WTP has a finished water capacity of 0.75 MGD using membrane
softening (MS). A summary of the existing water treatment facility is provided in
Table 4-19. In addition to identifying the design capacity, the amount raw water
required to produce the design capacity is also provided.
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Section 4
Existing Water Supply Facilities
Table 4-19. Summa
Facility Name
OTUC Water Treatment Facilities 1
Raw Water Raw Traditional! Alternative
Requiremenr Water
(MGD) Source
Orange Tree
WTP
Total 0.75 0.94
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,
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.
0.75
0.94
LT
Traditional (Fresh)
4.4.2.3 Pumping, Storage, and Transmission
The existing transmission facilities consist of a water storage tank at the WTP and
transmission pipelines. The water storage tank at the WTP has a capacity of 0.75 MG
and the transmission pipelines range in size from 3-inch to 12-inch and total
approximately 9 miles in length. 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.
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. Consum live Use Permits ISlued b SFWMD to AMUC
Consumptive Aquifer Number of Expiration Annual Average
Use Permit Permitted Date Allocation Day
Wells (MG) Allocation
(MGD)
Maximum
Monthly
Allocation
(MG)
11-02298-W
LT
3
6/14/2011
460
1.26
43.30
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4-26
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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.
Table 4-22. Summa
Well No. Aquifer
PWS-1 L T
PW5-2 L T
Diameter
in
12
12
12
Capacity (gpm)
700
700
700
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.
Table 4-23. Summa of Exlstin AMUC Water Treatment Faclll 1
Facility Name Design Raw Water Raw Traditionall Alternative
Capacity Requirement' Water
(MGD) (MGD) Source
Ave Maria
WTP
Total
1.67
1.67
1.96
1.96
LT
Traditional (Fresh)
Information on existing and planned water treatment facilities was taken from the Preliminary Design
Report for Ave Maria Utility Company. LLLP and Florida Department of Environmental Protection as
frepared 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. Summa of Exlstln AMUC Stora e Faclllty1
Facility Name Tank Volume (MG) Usable Storage Volume (MG)
AMUC WTP 1.50 1.50
Total 1.50 1.50
Information on existing and planned water treatment facilities was taken from the Preliminary Design
Report for Ave Maria Utility Company, LLLP and Florida Department of Environmental Protection as
prepared by CH2M Hill, Inc., June 2004 and supplemented with comments received from AMUC In a
letter dated September 20, 2007.
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4-27
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Section 4
Existing Water Supply Facilities
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.
Table 4-25. SummarY of Exlstlna AMUC Water Reclamation Facllltv1
Facility Name Design Capacity (MGD)
AMUC WRF (Phase 1) 1.25
Total 1.25
Information on existing and planned water treatment facilities taken from the Revised PreUminary
Design Report for Ave Maria Utllity 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.
P:\CoIIooClJUIllo,\llJ.V...W_Supply,_.Wlllfl _10_'. Plan IFinoIV__"DCA~T_._4,_
....28
Section 5
Planned Water Supply Facilities
5.1 Collier County Water..Sewer District (CCWSD)
5.1.1 Potable Water Facilities
5.1.1.1 WelIfields
As part of the CCWSD plan to meet future water supply needs it intends to build the
Northeast Regional Water Treatment Plant (NERWlP) Wellfield Phase 1. The
NERWlP 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 NERwrP. Table 5-1 summarizes the planned wells
in the NERWTP Well field Phase 1. The location of the NERWlP 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. Planned NERWTP Wellfleld Phase 1 Summar 1
( .' Well No. Aquifer Total Depth Depth of Diameter (in) Capacity
(ft) Casing (ft) (gpm)
L T-1 LT 120 75 16 1000
LT-2 LT 120 75 16 1000
LH-1 LH 1000 700 16/122 1000
LH-2 LH 1000 700 16/122 1000
LH-3 LH 1000 700 16/122 1000
LH-13 LH 1000 700 16/122 1000
LH-14 LH 1000 700 16/122 1000
LH-15 LH 1000 700 16/122 1000
LH-16 LH 1000 700 16/122 1000
HZ1-13 HZ1 550 400 16/122 1000
HZ1-14 HZ1 550 400 16/122 1000
Information on planned wells taken from CUP application #070529-12.
216 inch casing to 100 feet, then 12 inch casing to production casing depth.
aat
5-1
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PlANNED WELLS 4t
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COLLIER COUNTY lO-YEAR WATER SUPPLY F'ACIL TIES WORK PLAN
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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 1-75 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-IN,
R0-2N, R0-3N, and RO-4N, 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
p:\Collltt C.....y\lll-V... w.... s..ppIr F._W.... PtIft\10VII1iOn f, PIonWNI v_ _IItOCllo DCA~T.dll0 Sldion 5._01
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EXISTING POTABLE
WATER TREATMENT
FACJUTlES
PROPOSED POTABLE
WATER TREAnlENT
FACJUTIES
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COLLIER COUNTY 10-YEAR WATER SUPPLY F ACIL TIES WORK PLAN
.......-v...HAN8BN EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES
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LEGEND
EXISTING POTABLE
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FACILInES
FUTURE POTABLE
WATER STORAGE
FACILITIES
.
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COM
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FIGURE 5-3
COLLIER COUNTY 10-YEAR WATER SUPPLY FACIL TIES WORK PLAN
EXISTING AND PLANNED CCWSD POTABLE WATER STORAGE FACILITIES
(
LEE CO
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EXISTING POTABLE
WATER TRANSMISSION
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PlANNED POTABLE
WATER TRANSI.lISSION
IoIAINS
NOTE:
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FIGURE 5-4
COLLIER COUNTY 10-YEAR WATER SUPPLY fACIL TIES WORK PLAN
EXISTING AND PLANNED CCWSD POTABLE WATER TRANSMISSION MAINS
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FIGURE 5-5
COLLIER COUNTY 10-YEAR WATER SUPPLY F ACIL TIES WORK PLAN
EXISTING AND FUTURE CCWSD WATER RECLAMA TION FACILITIES
(
CIIII
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 ColJier 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 5-8 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. Summa
Facility Name
NCWRF
SCWRF
Reclaimed Water ASR
1.00
2.00
8.00
and Planned Reclaimed Water Stora e Facilities 1
Year Online Tank Volume (MG) Usable Storage Volume (MG)
online 2.00 2.00
online 3.00 3.00
Decommissioned Pelican Ba
NEWRF
Total
1.00
2.00
8.00
online
N/A
-1 MGD
Reclaimed Water ASR E ansion TBD N/A -4 MGD
Total -5 MGD
Information taken from the Cot/ier County 2007 Annual Update and Inventory Report on Public
Facilities adopted by the Collier County Board of County CommissIoners on November 5, 2007.
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Section 5
Planned Water Supply Facilities
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 (ISWD)
'5.2.1 Potable Water Facilities
5.2.1.1 Wellfields
Currently, the IWSD operates three welIfields; 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 wens 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 Depth of
(ft) Casing (ft)
12 LT 180 80
13 LT 180 80
14 LT 200 141
1 Information on planned wells taken from CUP #11-OO148-W.
Diameter (in) Capacity
(gpm)
10 810
10 810
10 200
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Section 5
Planned Water Supply Facilities
Table 5-13 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 Pumping, Storage, and Transmission
As described in Section 4.3.2.3, the existing FGUA transmission facilities consist of
transmission pipelines, water storage tanks, and pumping facilities. FGUA has no
plans to modify the existing storage facilities. However there are plans to expand the
transmission pipelines. The existing and planned transmission pipelines are shown in
Figure 5-8.
5.3.2 Rec::1aimed Water Facilities
The FGUA currently disposes of treated wastewater using RIBs. The existing
permitted capacity of the Rm 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 dose 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.
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Section 5
Planned Water Supply Facilities
Table 5-17. Summa of Planned OTUe Wells
Total Depth of
Well No. Aquifer D th ft Casin ft
PW5 LT 180 70
PW6 LT 180 70
Capacity (gpm)
300
300
12
12
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 5-18
summarizes the existing and planned water treatment facilities.
Table 5.18. Summa of Exlstin and Planned OTUe Water Treatment Facilities 1
Facility Name Year Online Design Capacity Project Identified In
(MGD) LWCWSP
Orange Tree
WTP
Orange Tree
WTP Ex anslon
Total 1.50
Information on existing and planned water treatment facilitIes were taken from the e-mail memo
submitted by OTUC to the Collier County Community Development and Environmental Services on
September 27,2007.
Online
0.75
N/A
0.75
No
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 dose 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.
Table 5-19. Summa of Planned AMue Wells
Well No. Aquifer Total Depth Depth of Diameter (in)
(ft) Casing (ft)
PWS-4 LT 120 70 12
PWS-5 LT 120 70 12
PWS-6 LT 120 70 12
PWS-7 IT 120 70 12
PWS-8 LT 120 70 12
Information on planned wells taken from CUP #11-G2298-W.
Capacity
(gpm)
700
700
700
700
700
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5-27
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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 located 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. Summa of Exlstln and Planned AMUC Water Reclamation Facilities'
Facility Name Year Online Design Project Identified In
Capacity LWCWSP
(MGD)
1.25 Yes
1.25 Yes
1.25 Yes
1.25 Yes
Total 5.00
Information on existing and planned water treatment facilities taken from the Revised Preliminary
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.
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 Me. AMUC plans to add an additional three reclaimed
water storage ponds within the development in the future. The new ponds wilt
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 wilt be
able to utilize 100 percent of the reclaim water generated.
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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 1o.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 lo.year planning period.
Table 6-1. CaDacity Analysis for CCWSD
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) (MGO)1 9.32 17.06 10.55 8.59
Raw Water Requirement (MGO)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) (MGOt 20.75 15.09 2.38 (6.52)
Calculated by subtracting Required Treatment Capacity@ 170 gped from Available Facility Capacity.
2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water.
It is calculated by dividing the Required Treatment Capacity @ 170 gped by the efficiency of the
treatment process.
3 CUP (11-OO249-W) for 56.14 MGD annual average expires February 8, 2026.
4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount.
As will be noted from Table 6-1, the aIlocation 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 Arumal 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 NERWIP
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
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6-1
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.
2005 2008 2013 2018
180,463 205,433 255,594 296,555
170 170 170 170
30.68 34.92 43.45 50.41
40.00 52.00 54.00 59.00
9.32 17.08 10.55 8.59
35.39 41.05 53.76 62.66
56.14 63.82 63.82 78.42
Permitted Su Ius (Deficit (MGD 20.75 22.77 10.06 15.76
Calculated by subtracting Required Treatment Capacity@ 170 gpcd from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the Required Treatment Capacity @ 170 gpcd by the efficiency of the treatment
~pSSbaSed on existing permit (11-OO249-W) and allocation increases currently In process.
4 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 ImmokaIee Water and Sewer District (IWSO)
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..QOO13- W) does not cover the withdrawals required to make the finished water
demand.
(
is for IWSD
2005 2008 2013
22.206 23,784 26,638
182 182 182
4.04 4.33 4.85
4.50 5.60 5.60
0.46 1.27 0.75
4.17 4.46 5.00
3.36 3.36 3.36
Permitted Surplus (Deflclt)(MGD)4 (0.80) (1.10) (1.64)
Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water.
It is calculated by dividing the annual Average Daily Demand by the efficiency of the treatment process.
3 CUP (11-00013-W) for 3.36 MGD annual average expires June 15, 2010.
4 Calculated by subtracting the Raw Water Requirement from the Permitted Amount.
COllI
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29,664
182
5.40
6.60
1.20
5.57
3.36
(2.20)
6-2
Section 6
Facilities Capacities Analysis
6.3 Florida Governmental Utility Authority
(Golden Gate) (FGUA)
Table 6-4 shows the capacity analysis for FGUA for the lO-year planning period. The
improvements planned by the PGUA for the lO-year planning period are sufficient to
meet the demands of the service area. However, the allocation of the underlying CUP
(11-00l48--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.
2005 2008 2013 2018
13,642 14,224 15,704 17.339
109 109 109 109
1.49 1.55 1.71 1.89
2.09 2.09 2.34 2.59
0.60 0.54 0.63 0.70
1.77 1.91 2.17 2.46
1.92 1.92 1.92 1.92
Permitted Sur Ius Deficit MGD 4 0.15 0.01 0.25 0.54
Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by multiplying the population by the demand per capita raw water usage.
3 CUP (11-OO148-W) for 1.92 MGD annual average expires September 11, 2008.
4 Calculated by subtracting the Raw Water Requirement from the pennltted Amount.
f
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 IO-year
planning period are sufficient to meet the demands of the service area. However, the
allocation of the underlying CUP (l1-00419-W) does not cover the withdrawals
required to make the finished water demanded in 2012.
2005 2008
2,631 5,700
100 100
0.26 0.57
0.75 0.75
0,49 0.18
0.34 0.73
0.86 0.86
Permitted Sur Ius Deficit MGD 4 0.52 0.13
1 Calculated by subtracting Annual Average Dally Demand from Available Facility Capacity.
2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It
is calculated by dividing the Annual Average Dally Demand by the efficiency of the treatment process.
3 CUP (1'-00419-W) for 0.86 MGD annual average expires November 1" 2009.
CDM
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9,500
100
0.95
1.50
0.55
1.22
0.86
0.36
6.3
CONI
Section 6
Facilities Capacities Analysis
.. 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 lO.year planning period. The
improvements planned by the AMUC for the lO-year planning period are sufficient to
meet the demands of the service area. However, the allocation of the underlying CUP
(U-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.
sis for AMUC
2007' 2008 2013 2018
2.924 3.886 14.985 27.255
110 110 110 110
0.32 0.43 1.65 3.00
1.67 1.67 4.17 5.00
1.35 1.24 2.52 2.00
0.38 0.50 1.94 3.53
1.26 1.26
P:IC.... c....,.,..v... w_ 8l1l>P1Y F_ WOlle PIInl.g V....ion 6. _IFlIlalVoroion S_1d IoIlCl.JThlIt1 S_S,doctW21101
6-4
(
car.t
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 CoJlier 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 an customers' meters to minimize losses from unaccounted.
for water;
· An active reuse program, which delivers over 3.9 billion ga]]ons a year of
reclaimed wastewater, to reduce irrigation withdrawals;
· Filter back washing 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.
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1-1
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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.
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· 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 Joss 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 Jaw 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 ImmokaJee
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.
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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 interIocal agreement with ColHer 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 4OE-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 bilHng 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,
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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 watef 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 4OE-24, F.A.C).
B.
Xeriscape Ordinance: OTUC highly encourages the use of Xeriscape
landscaping in its service area to help reduce the need fOf 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 feview 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.
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7.5 Ave Maria Utility Company, LLLP (AMUC)
The conservation plan implemented byAMUC is described in the utility's
consumptive use permit as foJIow:
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, UItra-
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 foJIow an event 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 aU new construction. The
ordinance would encourage implementation of xeriscape landscaping
practices including use of mulches, native and drought tolerant plants, and
limited turf areas.
c.
Ultra-Low Volume Plumbing Standards: The university and town of Ave
Maria will pursue adopting an ordinance requiring ultra-low volume
plumbing fixtures in all new construction. The standards proposed in the
planned Ave Maria Plumbing Code would, in most cases, be as stringent
as the ultra-low plumbing standards stipulated in the SFWMD Water
Conservation Plan Development Guidelines.
D.
Water Conservation Rate Structure: The Town of Ave Maria pJans 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
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percent. The leak detection program will likely utilize the Rural Water
Association (RW A) 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.
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Section 8
Capital Improvement Projects
Section 5 of this plan focused on the projects that each of the utilities have planned for
the la-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, PGUA 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 letter dated
September 27, 2007. Table 8-4 summarizes the capital improvement projects for
oruc.
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.
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(
Appendix A
Interlocal Agreement Between
CCWSD and the City of Naples
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City of Naples Water and Wastewater Service
INTERLOCAL AGREEMENT. ACCORD AND SATISFACTION
THIS INTERLOCAL AGREEMENT, (herein "this Agreemenf') is entered into this
day of . 2008, between the City of Naples, Florida ("City") and
the Board of County Commissioners of Collier County, Florida ("County"), as the
Governing Body of Collier County and as Ex-Officio the Governing Board of the Collier
County Water-Sewer District ("CCWSD").
ARTICLE ONE - BACKGROUND INFORMATION
1. By enactment of City of Naples Ordinance No. 2698 (passed 2nd reading on June
15, 1977), the City exercised its Chapter 180, Florida Statutes, power and authority to
extend the City's water and wastewater utility facilities into specific geographic areas in
unincorporated Collier County as such areas are depicted by a one (1) page map and a
twenty-one (21) page legal description that was attached to and made a part of that
Ordinance.
2. The County and the City entered into a Basic Agreement (the "BA") effective
October 16,1977. The original BA addressed only potable water service from the City to
specified geographic areas in unincorporated County (as such areas are described by
the legal description in Exhibit "A" that was attached to the BA). The following items
were attachments to the original BA:
a. Exhibit "A" - (2 pages). Page 1 of Exhibit A is a "metes and bounds
legal description" of the City's Water Service Area Boundary. Page 2 of that
Exhibit "A" is a map (graphic) depicting the then existing geographic boundaries
of the City's Water Service Area.
b. Exhibit "B" is a 1-page map (graphic) entitled "City Franchised
Water Service Area."
c. Exhibit "C" is a 1-page map (graphic) denoted as "City Raw Water
Transmission Main and Supply Wells."
d. Exhibit "0" is a 5-page "preliminary report" (in letter form) signed by
Ted Smallwood on behalf of "BC&ElCH2M Hill." That Report (at its page 5)
states that it is "... a preliminary report intended only to provide general guidance
to both the City and County in establishing policy for the future of the respective
governing bodies' utilities."
3. Addendum #3 to the BA addressed (for the first time) wastewater service from
the City to specified geographic areas in unincorporated Collier County.
4. The original BA has been amended by two (2) "Amendments" and by nine (9)
1"
1
41 "Addendums." The SA and the eleven (11) amending agreements are:
C 'uthorlzation ctlve Date ri tio
October 16 1977
June 20, 1979
Active
Added 2 water
meter sites
Added 1 water
meter site
Full Executed
Full Executed
Active
Ful Executed
Ful Executed
Full Executed
Full Executed
Ful Executed
Full Executed
City Res. No. 3305
Res. No. 3502
Res. No. 84-4526
Res. No. 84-4598
Res. No. 86-5136
Res. No. 86.5160
Res. No. 87-5430
Res. No. 89-5733
Res. No. 90-6117
Res. No. 91-6347
August 1,1979
Addendum ## 2
AMENDMENT ## 1
AMENDMENT" 2
Addendum ## 3
Addendum # 4
Addendum # 5
Addendum # 6
Addendum ## 7
Addendum # 8
Addendum # 9
l
\,
42
43 Informational Notes: The original BA agreed that the City would supply water at the following four (4)
44 water Interconnect locations: U.S. 41 and Thomasson Drive; Radio Road one mile north of Pine RIdge
45 Road; Pulling Road two miles north of Pine Ridge; and U.S. 41 and 9151 Avenue North, Naples Park.
46
47 ADDENDUM #1 agreed that the City would supply water at the following added two (2) interconnection
48 points: Lakewood Unit #7 - Boca Claca Drive and Marcor Drive; and Kings' Lake - Evergreen Lake Road
49 in the vicinity of Lakewood Boulevard.
50
51 ADDENUM #2 added one (1) additional water service cOnnection point as follows: King's Lake North _
52 Eastem end of Estey Drive.
53
54 AMENDMENT #1 (a) amended BA paragraph 13 to agree that the City was to quitclaim specified utility
55 facilities to the County regarding the City's water service to the BA's Exhibit B water service area; (b)
66 added a new paragraph 13A into the BA (regarding planned relocation of City-owned water tank) and (c)
57 amended BA paragraphs 7, 8, 11 and 21.
58
59 AMENDMENT #2 (a) added a new subparagraph (h) to BA paragraph 2 (to add one additional connection
60 point to the City's 5 million gallon water storage tank, located at Carica Road, subject to the County
61 assuming permanent water service to the geographic areas described as south of township line between
62 Townships 48 South and 49 South, outside of the City's water service area as depicted on the BA's Exhibit
63 A; (b) Amended the BA's paragraph 3 to establish a rate payment formula applicable to only BULK water
64 sold by the City to the County; (c) Amended paragraph 7 to the BA to agree that the water meter at U.S.
65 41 and Thomason Drive would remain in place and continue to be used; (d) Also amended the BA's
66 paragraph 8 to agree that the City could limit the quantities of its supply of BULK rate City treated water;
67 (e) Deleted BA paragraphs 9 and 10; (f) Amended 8A paragraph 12 to agree that the City could limit the
68 quantity of the City's supply of BULK water if the County did not commence construction of specified water
69 facilities by January 1, 1989; and (9) Amended BA paragraph 13A to agree that the County would pay
70 interest regarding specified construction costs.
71
72 Addendum #3 acknowledged that the City was serving (and would continue to permanently serve) twenty-
73 two (22) geographic areas listed therein with wastewater service and also agreed to many specifics
74 regarding that wastewater service. Paragraph 7 in Addendum #3 refers to then existing contingencies
75 regarding possible wastewater service from the City to the Pine Ridge Industrial Park. (Permanent
76 wastewater service to the Pine Ridge Industrial Park is currently being provided by the CCWSD).
77
78 Addendum #4 transferred the Pelican Bay Improvement District to the CCWSD for permanent potable
79 water service and transferred the following (as therein described) water service sites: Located on the west
80 side of Airport Road and south of Pine Ridge Road) to the City for permanent wastewater service from the
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City: Bear's Paw. Poinciana Village, Poinciana School, Pine Woods. Naples Bath and Tennis, and The
Falls.
Addendum #5 transferred the Sutherland Center to the City for five (5) years of interim water service from
the City. (The CCWSD now supplies permanent water service to the Sutherland Center).
Addendum #6 agreed that the City would provide interim water service to the Pine Ridge Middle School.
(The CCWSD now supplies permanent water service to that school.)
Addendum #7 agreed that the City would provide interim water service to the East Naples Community
Park. (The CCWSD now supplies permanent water service to that Park.)
Addendum #8 agreed that the City would supply bulk potable water service to the Wyndemere
Subdivision. (The CCWSD now supplies permanent water service to that subdivision)
Addendum #9 agreed that the City would provide interim water service to the North Naples Fire Station.
(The CCWSD now supplies permanent water service to that Fire Station.)
5. Only the original SA (regarding water service), and Amendment #2 (amending
the BA's Paragraph 3 to create a rate payment formula applicable to BULK water sold
by the City to the County), and Addendum #3 (regarding City wastewater service
including no sewer service surcharge to twenty-two listed geographic areas) have
provisions that have not been fully executed. All of the other ten (10) above-listed items
have been fully executed. Several of those items applied for limited time periods that
have come and gone.
6. Except as provided in paragraph 5, above, this Agreement cancels and
supersedes the BA, the two (2) .amendments to the BA and the nine (9) addendums to
the BA. This Agreement does not affect any previously executed aspect of the BA, or
any amendment or addendum to the SA, such as and without limitation: (a) transfer of
title to any real property and/or any previously executed transfer of title to any personal
property; (b) any prior grant of, transfer of, or any other right to use any property
including easements; nor (c) any prior grant of any right to use personal property. This
Agreement does not affect any now existing water interconnection service site, any right
of any water or sewer service customer or service site, or any third party beneficiary.
7. Term of this Agreement. This Agreement shall continue until, if and when,
terminated in writing by the City and the County.
8. Amendments to this Agreement. This Agreement shall be amended only by
3
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
140 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 10 UNINCORPORATED AREAS OF COLLIER COUNTY
148
149 1. CITY'S EXISTING WATER SERVICE AREA BOUNDARIES IN
150 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
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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 ColJier 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
160 with the SA 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
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168
ARTICLE THREE
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169 1. WATER AND SEWER SERVICE TO THE COMPLEX, SCHOOL SITE. AND THE
170 HORSESHOE DRIVE AREAS.
171
172 A. Citv 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. Citv Water Service to the Comolex: 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 SUDolied bv the Citv to the 'Comolex and School Site
181 Transferred to the CCWSD: Citv 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
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rates to be applied by the City to the School site. Applying the City's then generally
applicable sewer service rates, the City shall collect and retain all of those revenues.
O. Sewer Gallonaae Imouted to the School site. Each billing-cycle the sewer
service gallonage to be imputed to the School Site shall be fixed by applying 100% of
the City's metered water gallonage supplied to the School site.
E Quantity of Sewer Service Imouted to the Comolex - City's in-City sewer
service rates. The sewer service gallonage to be imputed to the Complex shall be fixed
by 100% of City meter measured gallons of only the "net potable water' supplied to the
Complex each City billing-cycle. The following City supplied water shall be excluded to
calculate the sewer service ga/lonage imputed to the Complex: City water for irrigation;
City water for use by the County's cooling tower, and (3) City water for other future
water uses, if any, if that water will not increase the sewage gallonage coming from the
Complex (into the CCWSO's sewer system). The City shall apply its generally
applicable in-City sewer service rates to the Complex (no sewer surcharge). For these
sewer rate purposes the Complex shall be treated as if it is (and remains) wholly within
the City's geographic boundaries.
I
2. THE HORSESHOE DRIVE AREAS: WATER AND SEWER SERVICE TO
THESE AREAS: SEWAGE EQULIlZATION TRANSFERS FROM CCWSD TO CITY.
A. Sewer Service to the Horseshoe Drive Areas. The CCWSD has been providing
sewer service to the Horseshoe Drive Areas. And. by agreement with the CCWSD,
applying the CCWSD's sewer service rates, the City has been collecting these revenues
and has been remitting those revenues to the CCWSD. The City shall continue to
collect those revenues from the customers in the Horseshoe Drive Areas and shall
continue to remit those sewer service revenues to the CCWSO. By means of the
sewage equalization transfers (See Paragraph F, below), and that the School
administration shall pay the City for the sewer service gal/onage imputed to the School
site (as invoiced by the City to the School site), and that the County shall pay the City
for the sewer service gallonage imputed to the Complex (as invoiced by the City to the
County), the City will thereby be paid in full for the sewage equalization transfers
delivered to the City through the Horseshoe Drive Interconnection (the net result being
6
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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 comer 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 Eaualization 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-ta-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 Pavment from County to City recardina 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-DWNED 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
279
280
281
"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 depleted on a Exhibit "_"
attached to this Agreement.
4. LINWOOD AVENUE FORCE MAIN QUIT-CLAIMED TO COUNTY. 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.
5. CITY'S UTILITY BILLING ORDINANCE. The City's water and wastewater billing
cycle rates are determined by applying the City's generally applicable utility billing
ordinance (currently Ordinance No. 94-7187). Section 30-36 in Ordinance No. 94-7187
8
(
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(a) 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 "BAli) 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 othelWise.
308
(
ARTICLE FIVE - EXHIBITS ATTACHED TO THIS AGREEMENT
309
310
311 The Exhibits attached to this Agreement are:
312 1, Exhibit A-
313 2. Exhibit B-
9
315 "ETC."
314 3. Exhibit C -
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 ,2008.
320
321
322 By:
323
324
325
326
327
328
329
330
331
332
( 333
334
335
336
337
338
339
340
341
342
343
344
345 ,
346
347
348
349
350
351
352
ATTEST:
CITY OF NAPLES
BY:
City Clerk
Bill Barnett, Mayor
Approved as to form and legal sufficiency:
By:
Robert D. Pritt, City Attorney
ATTEST:
DWIGHT E. BROCK, Clerk
By:
Deputy Clerk
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER COUNTY
AND AS EX-OFFICIO THE GOVERNING
BOARD OF THE COLLIER COUNTY
WATER-8EWER DISTRICT
By:
Approved at to form and legal sufficiency:
JAMES COLETTA, Chairman
By:
Thomas C. Palmer,
Assistant County Attorney
10
Appendix B
Agreement for Potable Water Service
Calusa Island Village (Goodland Area)
(
(
/
\
1 I
16C'2
AGREEMENT FOR POTABLE WATER SERVICE
CALUSA ISLAND VILLAGE (GOODLAND AREA)
ilt
The effective Date of this Agreement is the Cf - day of March, 2004. = I e r:
.... =F.
. ....
THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County::;:;a CI
-
to the Development Site is between the Board of County Commissioners of Collier County. g iI
Florida, as the Governing Body of Collier County, as the Ex-Officio Governing Body of the a I
Collier County Water-Sewer District and the Goodland Water District hereinafter (the "County") i
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) ofland
connect to the subject system.
BelT ALS
WHEREAS, Developer requests the County to supply potable water to and for the
Development Site (which Development Site land area is described in Exhibit "A", attached
hereto); and
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
may not be available from the now existing Goodland water utility facilities, and these facilities
may have to be rehabilitated, renewed andlor upgraded before the County can provide the total
potable water demand required by the Development Site; and
WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against
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 (] 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
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OR: 3518 PG: 1802
16C2
WHEREAS, before the total demand of the subject potable water can be supplied by the
County to the Development Site, the Capital Improvements described in Exhibit "B", Goodland
Water Booster Pumping Station Upgrade - Phase ., from Greeley and Hansen, (attached hereto)
mayor 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 (GPO) and an anticipated
average daily demand of I 0,400 GPO 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 101(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 (J 0) year reimbursement time frame
<.
(
2
(
OR: 3518 PG: 1803
16C2
,
(
.,
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 detennined by the future estimated average
daily water demand for each non. vested lot or parcel, and shall be paid by the respective non-
vested property owners directly to the Developer for the purpose of reimbursement to the
Developer for such property's pro-rata hydraulic share of the Capital Improvements paid for by
Developer under this Agreement. It is not anticipated that any non.vested lot/parcel will be
eligible for water service from the subject utility fa.cilities, 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
I
"
3
f
\,
OR: 3518 PG: 1804
16C2
Area I Property of the Non-
Vested LotslParcels
Chart
Future Estimated
Average Daily
Water Demand
10,400
18,200
2,930
8,000
28,800
Future
Contribution for
Growth
Com nent
$ 26,361
$ 46,133
$ 7,427
$ 20,278
$ 73,001
$173,200
Totals
68,330
(
Only each above-listed non-vested lot/parcel must pay to the original Developer its respective
pro-rata share of the actual total costs for the subject Capital Improvements in the event that the
respective non-vested lot/parcel is to have access for service from these utility facilities. The
applicable pro-rata share shall be allocated to the Developer in relation to the original contribution
as adjusted by mutual agreement of the parties, as appropriate, to reflect the final actual costs; and
WHEREAS, the Developer shall be eligible to be reimbursed its actual expenditures for
the specified items, which, as specified in this Agreement, shall not exceed $200,000; and
WHEREAS, the entire Developer Site must connect to the County Water Facilities upon
completion of the Project, subject to payment to the County of all then applicable charges related
to water meters, tapping charges and other generally applicable charges for such service; and
WHEREAS, with regard to these capital improvements, the County shall not impose any
water or wastewater impact fees against the Development Site; and
WHEREAS, Developer has accepted the terms and conditions in this Agreement as part
of the County's review and approval of the Developer's land use petitions.
(
4
OR: 3518 PG: 1805
(
WITNESSETH 1 "C 2
NOW, THEREFORE, the parties hereto agree as follows:
1. The above WHEREAS Clauses are incorporated herein as if set out herein.
2. The Developer agrees that the County shaJl design, pennit, 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
cOlmect 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 Reimbunement to DevelGDer for Later Pbvsical Aeeess 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 sball 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 beJow-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(8) or parcel(s) of land to connect into the
Capital Improvements for water service.
4. The potable water service to the lands within tbe Calusa Island Village
("Development Site") shalJ 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:
(
(
s
{
,
\.
(
OR: 3518 PG: 1806
7.
Eighty-six thousand six hundred dollars ($86,600) shall be deliJlo6 C 2
staff within thirty (30) days of execution of the Agreement by the
Chairman of the Board of County Commissioners; and
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 I, 2004, the County carmot
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 transferee(s) of this Agreement, including,
with regard to the County. the City of Marco Island should within the ten (10)
a.
b.
8.
9.
6
(
OR: 3518 PG: 1807
16C2
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
.......
11.
Calusa Island Village
5130 Main Street, Suite 6
New Port Richey. Florida 34652
Copy to: Leo J. Salvatori. Esq.
4001 Tamiami Trail North, Suite 330
Naples, Florida 34J03
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 J O.
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 responsibleOfor or charged with such failure or delay_ However, the nature of this Agreement
requires both parties, and their successors and/or transferees, must administer this
(
7
OR: 3518 PG: 1808
Agreement in utmost good faith and that termlnation of this Agreement shaul ~ C 2
last resort remedy.
IN WITNESS WHEREOFt the parties hereto, acting under authority of their respective
authorized offices, have caused this Agreement to be duly executed as of the day and year first
above issued.
,2fG-.-~ -~. \~~
First Witness
~~{~-w\~~ U. ~J f.
Printed f First Wi 5S
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(
STATE OF FLORIDA)
COUNTY OF COLLIER)
Calusa Island Village, L.C., a Florida Limited
Liamm&
BY: . (L.S.)
Robert . Re d, II, as Manager
ACKNOWLEDGMENT
lR.~(
The foregoing agreement was acknowledged before me this l<1~ day of~,
,Island Village, L.C., who is
as Identification:
~2004 ~by ROBERT M. REEDt lIt as Manager of the
rsonall~/ known to me OR II
.- ~---
By:
Thorn C. Palmer.
Typed. printed or stamped name of Notary Public
BOARD OF COUNTY COMMISSIONERS
OF COLLI OUNTY. FLO DA
.O.LBy:
8
Assistant County Attorney
(
(
9
OR: 3518 PG: 1809
16C2
OR: 3518 PG: 1810
(
I.
EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 16 C 2
Exhibit "A" - Development Site - Calusa Island Village. [Attached]
Exhibit "B" - Capital Improvements. [Attached]
Exhibit "C't - Legal Descriptions of the Non-Vested Lots (listed in the Chart). [Attached]
(
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QOll.ldec.~1on, to it 1" hllnd p.l0 bf tbo caltt G,&nt,a, tba
~locotpt an4 .u!fl~l.no, .batOo! ,. h.rab~ .oknovl.~9.4, baa
Igt41ntri, bllrg.tnttO, 1014 11M COClVI,e4 to the .,.14 GtanhD. 11:.
~,ucco.lora and "altnl for0901, ~h. fOllowing 4oacr!b.d land
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3. 2~~ GIQnt.. t.k., tb. pro~ertr .ubjeet to all ......ntG.
sonlng aDd ~.U.I r..trlctlonl 1n4 r..erv.tion. of rocor4.
~. &lId Grantor do.. bereby full, warren!; the title to ..1d
l~nd, and .il1 defend the .... a,alftst tit. lawful clal.. of all
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rQ~peoti.ely, of O~~'IOSA LARa I XaVISTMtM7 COal'., a ,lor14a
ClOZ::90C"t'.loo, to 10 knOll" to be tile pe&'lOll. who .19110d tILe
l!o~etol:l9 lDSt:cIl1ll0nt: .. &\)0" oUlc:e". a:lcl llckIlQ"1..sge4 th.
execution tlllleeof to be ct.ele C.:ee act.. anct ,hoa. a. SlIch
aCtio_Ell fo", ~h. ~uE>>O... tbeceift .a~t.loD_4 and that they a~C11.4
~.c.to eho ofClcial ..al or 8414 co~",Dtlon, ~~ th.~ ~. ..14
iMtZ::Il..nt 1. the aol: .1l4 de.A oC ..ieI corpo"at.lon..
Nl~'SSS IY Gl~natu~. aftd officiaL ...1 at Mi..L, in tae
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, i1l"t., ,Doll. 6. nt" lUI '''f<tlll. lU at tllo ,..bU. _"00'48 ol!
c:..Uler C:OII\\l:!ti floc '4., end ,.. t QI! tn. ,i.at:' of n"~CO 01"1:1 ~11
~w..rr, .~~t~1n, t~ ~n. ~l.t 'her,.! al eaaor.le lr. 'l~t I~ .-
r.. palJoa LlG-. U,colI,h U-A ot tile >>lIba!o ..,.ard. oC' co,ilhr
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..GIB .t the _acta...t aoenor 0& '.atlon 34, tovnab1, 52 'Olltn,
A&n;- al .aet, Col11e. county, rlD~16o, 0.14 coraer b.ln, Oft tho
~oot.rly p~~~ \o~ndsry o~ lio~...ld ..cao ...gb Ufti~ 1'~'ln,
ttl"Ae~ r:lIh .:al01i". odd '.Il:~l:llf pllll: bOlln4Ul", IC5.al~U". ·
cl1.8tanCQ~12.U eeeta thIIlO., Ii.vl." u"4 s"Ul'lr pJet
bGan4lcT * :1'41"I'Z. .UltAIIC.' 01 611.30 t..t to an lnt.u..atlon
wltb tho ,rly plat bOu.4at~ oE' ..l4 unit atEt,,", then".
.10nl ~6J.d lolitbedt p1.t boIl-,.cy ell" .U"U' a,"" . 4htancI at
15.n foot, thence 1..v1n, ..10 SOlltUr11/ pht bOlfn4u;' can
Mos".a'u"" II ,,..t"1\..,a 01 tol.':t f.at., thanerl MU"ZZ'4$'" ·
cu..tane. ot S:i!I.61 t.et, tbenae tln.l~'50"& a dhtanc. oll! :at.1Q
feet, t!lolletr !f.U'!U'OZ". a <<tltlnc. of :15.20 f..t, tbeftce
SieO"04'u,-a l:\ c:al.t&llce of 1',6$ C.et, tlloncl 85."0,021"& ·
~lst'lUle of 1ll.5~ e.atl, ttlona. IJ3'''Ga.U.' a dhtanc. oJ!: 24.51.
ea.,t, thence &SS..t' 4'''. . 41ltlrlC' d 104.81 t..t., thenae
M8301Q' 4."1: .. ,H.ot.Roe oJ! UJ.G11 f..I:, ~h.riCl. .05....1 '1~1I ..
cSilto~ "02 907.7.) hilt, tt1:nlc....l.l"O~.44.tr a dUe.nee of' 27.85
le,t:, Urenca 'SU":1'2'30". .. dllltance" oC ~".,o feet, taience
sal"u'oa-" . 4l.i.ric.' of 3'1.08 foel:, theClIlO 1(""54'10". II
cUlt!lllCO of 33.10 f.et, U,allo.'.T'-42tSI"" a 41.t:.O~_of 30.1'
'e.\:, toh.lio. '11&3.12.' a,".. . 41.~..nll.' of 32.3<1 fe.t:, t.hence
1(7'''41' 27". . ,U_t;"nolt of :"..41 1..1:' t.baac::. 877.a,,' ~7-. ·
dLlt:IIJlCeo( 17.n C."., tbann 167.31'51... a di.'ano.'oC 52.09
C.er., thence 1R3.37 '15"" III cUatlnc. of 35.5& fe.t, tlleace
155)"U'35"" c 4J..tOIl.01 of 30.5& -e..t, ttl.nll. .0.08IU.' a
cU'IUDOlI of :l4.8,J'-C.n, tbanl;ll IU"U'S.." a cUltance of )..',&0 .
fl."ll to an lat..tlection v1th tal. 'ao",~dy UIIle: of "ay Lin.. of
seato aNcI,No. 92." (100" wf,4. st9bt of ..y1 .e Ibown on
afo:lI.i4 pla~ 0: lIa'1:00 ..aetll On1t ""'.l1t1' ca.-enc. e.... th.
t!ouovlaCl .cOllr..' aloftl aaLI fout.ll.eJ.1 Rltht. oC If 0' Lllle.
S4S-o:t'43.riJ . 41acllftO::. of 1.1.... e.et. to . po!l\t of CI..ev.tlln of
a c!cclllOIt cIlCV., 'collcav. t.o the ROr:t:h....t. end had,,,,, .. rediuo ol!
3&S.31 f~e', ~h.ncc sOlltb...te~lJ aloll9 tbo aeo of a.La aarv.
thto~h . cantral .n,l. of 4J.3.'!O- ah .~c dlstence of 380.11
t~:I!: to the point. of tan,enen tlaonce SU.37'0'-. · Cll.taace oC
1'0." (..t to tbe ...t.rlf pl.' bouna.e, a~ atore.eia _,eao
aaach unit B1_'len, .dd ,la' bourKllCY alao being th. ...t.dl!'
lln. at ,.attoR 11 of .ro..I.l~ ~cvn.blp~'2 8011th, aaCl" 2'
~a.t, Colller co~at7, rlorida, tlaeno. 80,.20'.3.. .10n9 sal4
..Iteely plat bOUlldary &114 ..C1t:lon line a 'latancI af 1293.$1
fool:: t.o tho point of Bllgir-pLng.
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EXHIBIT C
PAGE 5 OF 14
'I'M., lD8t~ p:epue4 by.
I)AvxD c. B6UiGDv
swAUI 5 IICRiaGsAti, P.A.
2375 'l'*B1~ ftaU >>.. suite 308
Raplea, J'iOZ'Ua 34103
PropHty Appraisers Parcel
!det1I:1ficat:l.oa Humber; .yL7~..3ot?la~'.i1'f,,~
2711140 01: 274118:. OI7t
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IIARRANTT DBBD
'IBIS ~ DUD made thi. 31(fiR day ot Ql!toaher, 2000, by
~.aNft. Dr!.. a .1~ida C!r:I~rat:lc:m. ber.ll1&f"~ calle4 the
Gzarltc)l", to DUIlIlD....... L.J..C.. 811 IU:f.Il'ft:f,a Li_~t!!ld Llab:Ult.y
~nv. wbo8e pOst: of~J.c. ~e.. 18 655 Center Road, Prankfurt,
IL 6G.23. hereinafter called the Grantee:
WI'DmSBII".t'II: 'that tile _at=. f= ad :lA C:OUideRt:Lo,a of the
... of $10.00 Im4 otller valuable CQl\8ideZ'atiOl18, :receipt vhereo:t 1.
beJ:ehy aebovledged, hereby gzanta, bugains, sells, aliens,
X'eIlIiaes. Z'el....es, COIIVeys and Coo.fiX\tS unto the Grantee all that
cel."tlll~ 1U4 situate :lD COllieZ' Ccnmty, State of nwicSa. VilU
SIB' BlRJBI'l' -AI A'l'l'ACHBD RDI7.'O .QD lIICOUOaATBD RBRBnI
SUb:l~ to aaIWIg, bII11dUg co&a aDd other re8trlct:f.ona
1~'" by goveZ'.dllleDta1 autJaod ty. OQt:8taacl.iDg oU, ga. aDd
III:lIl-.l iDt~ta of Z'eCloZ'4, if IUI)', rutdcUcms aDd
e..~ta CCllllllloD to the aubcUv:i81oa, and ad valOX'ell real
~ t... accn1Rg nbe8;ueraC to Dec:ellltler 31, 1"'.
...o.--.dK, witla all t:-~t.a, bereditaments and appuJ'taaances
tbereo tlel~iDg or in anywi.. appertahing.
~ RAva AND 'to BOLD, t:Jae ..... ill ~_ IIi.. ~oX'''''r.
JlI1D the GrADtor hel'eby CGV'CIlDt. v1th ..14 Grantee tJa.at the
~0lI1I b lawfully ae1a84 of A.1d land in fee 8impl., tJuat the
GJ:antor has good right aDd lawful aut:hority to sell aM c:onvey aaiel
1ad, aDd Jaereby _~Z'_t. the title to said UDd. IUId w111 defend
t_ -- ..iDat the lawful 01&1.118 of all perscma wbouoevu, ancl
that aiel Ianel i. fne of all encumbrances. except taxes acct'Ubg
sub8equent. to, December 31, 199'_
II POOR QUALITY ORIGiNAl ~
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BXHIBIT C
rAGE 6 OF 14
01: 2741 PG: 0875 .
IJI WI'l'IIBSS WQRBOR, the aid Os-auto&" Jula signed and sealed
theSe .,nsents the day and yeu first above written.
of:
STA'l'B 01' PLORma.
COUI'l'r 0. COLLIn
CJOOJ)LMJ), DC.,
. 1'1~1da ~l'atiaQ.
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J.B.'CUro1e, .s ita
.Pn81c:1at
P.o. ~ax 125
Gaedl,ftIt. Plarida !Inca
Post Office Mckesa
(Corporate seal)
The f~i~~R1IIIm1: wa. acJmawlldged ;before .. thi.
-:z~ cJa1' of ,'.7 - - , 2000, by 07.3. Cm'al., .. h..i~t
of ~. DIC., . Plod.cIa cozpozatiaa, who i.~r_11y Jcn.own_
to _ 01' Who hili pl'OdDced ~";:::._ _ __
_as ideaUUClat1on.
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EXHIBIT C
PAGE 7 OF 14
l,SC2
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EXHIBrr: ~ A. II
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T. III' dw <<1'IIIIa 1f:III,...,., d'tll4r4lyhr,c1lll4l MlrrG IN "" ctI"nO' cr/Ceuier, S,.,.
.'R"'~.~rR
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The upland portion of a pan:d of land IJiD& iQ Tnt:l2. ofBloeJc "Y".
GOODtAND ISLES, as RCOIded In Plat Book 6. Paae 7, Public Rec:onfl of
Q)" Coamy, flodda.
BegiDni~ a& tbe Souab.4:.t Comar o.fI.ot 24. OOODLANJ) ISIBS, FIRST
ADDMmr. as~iD.PlatBoot 8. Pap l.ofdte.PuhDc~or
ComerCouuty, F1odcfa; 1knce South 16 cJesrces 06'17" Weit64.oo feet to
the pofat of CUlv4ua of a cin::uJarc:urvc COIICaYJ'to the Northwest Jsaviba a
radius olso.OO teet; ~ "'CielRofSliclawo to 1ba dJIat 1bra
4~of23.21 ktln.CCDUaI..... 0126 ~ 3S..c...Tf&euce
~ 15 ~'.f4'4r Bast 27.88f5:et; 11aaace Sau.th 16 cfe&reeI 06'11-
West 94.G3 bt; 1Jacaco.Soath 55 cIepes 38~ I?ast 216.47 feiec; Theaee
Ned 16 de&Res ()6WI'" Sast 29SA3 feet to thaJlOiat of curvllUp; of.
cin:aIar cune CGIlCaVetothe Soudl--Jaav&wa mdius of 100.00 feet;
11Ience.. the lie of~ CUlftto tile lel.tbr. "'oce ofla! .41 feel
~. ~ qIe ofJ04 "~ooroo-; lbenccNorth 1:1 deJrees 9'43"
West U7.28 fi!er; Them:eS'cM1th 02 dopes 06'17" West 95.00 feel totbe
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PAGE 11 OF 14
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POOR OUALITY ORIGINAL
,
Lte: 2/20/2004 Time: 11:02 AM To:
Pa.ge: 003-005
8 6480158
lMAGBOl : FL-04-3874-Z 02/20/2004 11:00:11am
PROJEcI': ~ CcMt'GoolIInd
\IOUO: ~I
2J24'" OR: 2972 l'G: 211
- JlIIRCS_ tI CIIUII.... "
"1H11M" Hl'" ..... -. a-.
- ......
.. IS..
".11 nul...
.. ...
IIta:
WARRANTY OlEO':=-
--
THIS WAAMNTY DEED II .... INI ~ clay of JAclllt.e.1 , 2002. br
DOI.PNN COY! ~ OF GOCNILMD. DC. . ~ lIOrplnllM,
*-1*1 alb -- .. p.o. Bole '.. "1RlO1IIInd. FIcIddI. 341'" fie"'"
..... tit . "GranIr.w1. 10 COI.LIIII COUNI'Y, & pcIIIIrIiII......... of It. ... 01
FatdI, Ita IUCOltIIClIS IIld ...... wIloU ... alia .... II 3301 T...... Till
Eat. NIpIN. FJoridt. 84112 (hIIaQIfIIr IIIIImId to. "GIInIlW).
(WhNMt..... .... IIeIll'ml'GrIntDr" ... "GMntMelnclude III ... plfl-.Io
thIa ~ .. hIIr ItlIplICllM hM. ... ,..1IIIIItMI, ....... Md
.........)
WIlNESSETH: That lie GranIor. for Ifld In ClllIlIIdII~ 01 .. .... 01 Ten
DaIIn (S 10.00) .. other VIIu8bfe CCIl1IIdIIIlfoI" I'ICIIfpI ....,., .. ,.,.,
~. ~ .......1IIrgIdnI. ..... ..... ..... ......... ~ Irld
llCII'IIInnI.... .. ~. ...... --.In """,In ColIIIr County. Aortda.IO wit
See ~ II!xtM W whIct1l1lncorpcNa11d '*"" by ..r...c..
8\IbIId to ... ......... for the aunnt,.., 1Ild.......
........ ~ .........a1.......
THlSI$ NOT HOMeS1'EAD PROP&RTY
TCCEn1ER 'MI\ II VIe .......... hlrldllmllllllnd IIIPU/IIIIInllI .....
beIllngIng ar 11'I..... .".,'IIIII..g.
TOG!'ntER will .. rIa'* Of pImIIIa 10 IIuId dclc:D Of IW* 10 ...... vi
......... .... Of"'" 10 .,bmelgId ... till..... fnlm. ....10. ,.,.,10 Of'"
CIClI*1ICtId In eRr .., .. GnlnIor'I pl'Optrty 01 pen 10 cfMIDp flI PfGIIII1r .... II
CIIIIr flIIlPI'tY 1IgIlII.... frame ......10 Of CDhn UIIlIIn eRr... ... .. pnlpIfIy
....... to.... lie,.....,.
TO HAY! AND TO HOLD....... In.........
AND .. IJqrIIDf IIIrwIar _ will'" GrwM" flIlIImor......,
IIIzId of MId land in ... ...,.: tIlII.. Ckw*Ir.... goad . ......1UIhoIIl1 to
... and CCItIW1Iait IIncf; ... !he GIIIIIor hIrwby ..., __ the ilia 10 IItIIlInd
..... dIfInd..........ltle r.fuIcfIIIrM of.. pnont~......
IIId IInd fa hi of II tnOUIIlbrInCII tIIIIDIpI. nDII4S IIIcM.
IN WrTNESS WHEREOF. h.., G""'l'IIIIIgnecIMdIlllltd... ....
lie day'" ,..,11"'__ Wflllen.
~"-, -
--=c ~
NMle:
DOLPHIN COVE DEVElOPMINf
OF CJCODl.AND, INC., . ......
ClDIpClI1IIan -
"" .:...~ " --1.'
BY: ~ <.:_ c:-: .c....
~ GInIc, PNsidInI
P.O.1JClIII111
MMlo IIlInd, FIDIIdI 341.
::.cr= r-~"
cau.mt....., ...... .
=v~~.;.~
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EXHIBIT c 1416 C2
PAGE 12 OF
'.fIe 1 of 3
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Lte: 2/20/2004 Time: 11:02 AM To:
Page: 005-005
S 6490158
IMAGBOl ; FL-04-3874-2 02/20/2004 11:00111aM
EXHIBIT C
~AGE 14 OF
Page 3 of 3
14
16C2
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ttt 01: 2972 M: 29" t..
&XIII8I1' -/t,'11
It..... ofllad", . purIiaa otTllCt I, . etIown ..1Nt DOt a... or..
Plat of n-a...r ... Sccaad AddhiGIt, . recunIed tit Plat Baak .. PIp
I', of die PubrIic Iec:ordI of Collier c.ac" PkJrkIa, monI plllfcalldy
4acribad. toIIawt:
..... II tlaellClUtllf:ulld1 ccner of Lot 33, Block F of aid 000dItnd
1aIII..... Addili. a- S IPII'... B 3.... __.... S TZ' IS'
19" B 12UO be; bIce S IS. 50' .w B lllO.OO" tit 1IIe ....y
1Iola.cIl.y 1fDe of _d 'lnct I. thIDCIe 21.70 ......... 1M ., or. ..
cuzye COlalIYO to tIlo 1IOI1bwat" IIIUu of 100.00 !bot, dad ..... N 51-
13' lr B 21.60 feet: I1IIlIce N .0-10' ocr B 250.00 r.c; thmce H 12- 20'
20" B 3.1.13 _ ..... 81.47 foet ... tbt ., of . cIn:uI.r cum
ClIIICIWI to 1M IOUIhweIt, rldiaa of SO.GO feet, .... .... N '" 46'
41.5" W 76.74 &II; tbIaoo N 11" 53' 0" W fUlfill; ... 142.41 feet
aIoaa 11II- 0(. ciIeaIar CIIM...... die tell......... ran. of 136J.OI
..... chord...... s as- 41' If1'" W J62.3J &.Ii IbeIa S IS- Ir 17" W
201.52 &II; tbwe N Jrl2' 4)" W .7M Act fD"'~ rf11114_
Iiuc ofPllm AYelejIbcaoo S as- J,' lr W 10.2I'(lIlII; Ihaa 8 1.- 49'
12" W ..01 ,. 10 a.1IClI1bcut ClClIIIGI' or... Lot 33, Bluet P; ... S
.r12' 43"896.75 felt tlttbelOldlJeut __.fllie! Lot 33, B10ck F II1d
dIe.1Ice ofbeJim*aJ.
PII\1CI coram. sn ICI'ClIo _ or 1_
.a.mp .. IlIIed on ... ..... in PIIt Book I, PIp 19 of the PubIfc
.... ofCoUf_Couaty, Plaricta.
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tl POOR QUALITY ORIGINAL ~
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
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. BROCK
Clerk of Court:
Ex-officio to'
I~- ;
County CommiFJ'"
By: