Agenda 04/09/2024 Item #17B (Resolution - Amending the Potable Water Sub-element of the Public Facilities Element)17.B
04/09/2024
EXECUTIVE SUMMARY
Recommendation to transmit a Resolution of the Board of County Commissioners proposing an amendment
to the Collier County Growth Management Plan, Ordinance 89-05, as amended, specifically amending the
Potable Water Sub -Element of the Public Facilities Element to amend Policy 1.7 to reference the updated ten-
year water supply facilities work plan, and amending the Capital Improvement Element to change the level of
service standards for county potable water systems and county sanitary sewer -wastewater treatment systems;
furthermore directing transmittal of the amendment to the Florida Department of Commerce.
(PL20240000400)
OBJECTIVE: For the Board to approve and transmit the proposed large-scale amendment to the Growth
Management Plan (GMP) to the Florida Department of Commerce. Every five years, the County updates the Ten -
Year Water Supply Facilities Work Plan.
CONSIDERATIONS: The proposed text change seeks to amend the Potable Water Sub -Element of the Public
Facilities Element and the Capital Improvement Element to update the reference to the County's next Ten -Year
Water Supply Facilities Work Plan, as required for Collier County by Section 163.3177(6)(c), Florida Statutes.
Policy 1.7 is proposed to be amended as follows:
Policy 1.7•
The County has developed the Ten -Year Water Supply Facilities Work Plan, dated January
2024, in accordance with the water supply guidelines of the most current version of the South Florida
Water Management District's Lower West Coast Water Supply Plan. The County's Ten -Year Water
Supply Facilities Work Plan is incorporated herein by reference.
The GOAL: of the Potable Water Sub -Element of the Growth Management Plan is to protect the health and
safety of the public by ensuring access to environmentally sound, cost effective, and implementable potable
water facilities and services. OBJECTIVE 1: is to locate and develop potable water supply sources to meet
the future needs of the County owned and operated systems, said supply sources meeting the minimum
Level of Service Standards established by this Plan. The development and utilization of new potable water
supply sources and the acquisition of land necessary for such development shall be based upon the
information, guidelines, and procedures identified within the County's Ten -Year Water Supply Facilities
Work Plan (as updated) and the Lower West Coast Water Supply Plan prepared by the South Florida Water
Management District. [Note: No revisions to Policies 1.1 through 1.6 are proposed.]
In December 2022, the SFWMD's Governing Board approved the 2022 Lower West Coast Water Supply
Plan Update. Therefore, Collier County must adopt the proposed GMP text amendment referencing the
County's proposed Ten -Year Water Supply Facilities Work Plan by June 28, 2024 (or 18 months after the
District Governing Board approved each regional water supply plan) [s. 163.3177(6)(c), F.S.].
As noted in the attached Ten -Year Water Supply Facilities Work Plan, the updated document addresses the
following objectives:
• Identifies population and water demands of the County and each utility for the planning
period, 2023 to 2033.
• Presents existing and planned potable and reclaimed water facilities that will be utilized to
meet demand projections.
• Identifies sources of raw water needed for potable water and irrigation water supply to
meet demands through the year 2033.
• Identifies the steps necessary to develop additional potable and reclaimed water supplies
and specifies when they must occur and how they will be funded.
• Demonstrates that the water supply plans for each utility within the County are feasible
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04/09/2024
with respect to facility capacity to be developed and consumptive use permit allocations
required.
Describes the conservation practices and regulations utilized by the County and each utility
to meet water supply demand.
The population methodology used by the Collier County Water Sewer District and the Collier County Growth
Management Department for the Ten -Year Water Supply Facilities Work Plan is based on the County's latest
adopted Annual Update Inventory Report and Capital Improvement Element (AUIR-CIE) available at the time the
plan was created (2023 AUIR-CIE).
FINDINGS AND CONCLUSIONS: Based on review of this petition, including the supporting data and analysis,
staff makes the following findings and conclusions. More analysis is provided in the Staff Report to the CCPC.
• There are no transportation or public utility -related concerns as a result of this petition
• There are no adverse environmental impacts as a result of this petition.
• No historical or archaeological sites are affected by this amendment.
• There are no concerns about impacts on other public infrastructure.
• There is a demonstrated need for the proposed amendment.
FISCAL IMPACT: Petition fees account for staff review time and materials, and for the cost of associated legal
advertising/public notice for the public hearings. Therefore, no fiscal impacts to Collier County result from the
adoption of this amendment.
GROWTH MANAGEMENT IMPACT: Approval of the proposed amendment by the Board for Transmittal
and its submission to the Florida Department of Commerce and other statutorily required agencies will commence
the Department's thirty (30) day review process and ultimately return the amendment to the CCPC and the Board
for Adoption hearings tentatively scheduled in May 2024.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, and is approved as to form
and legality. Transmittal of a GMP amendment to the State requires majority vote. When it comes back for
adoption approval will require four votes. -JAK
STAFF RECOMMENDATION TO THE COLLIER COUNTY PLANNING COMMISSION: For the Collier
County Planning Commission, acting as the Environmental Advisory Council and the Local Planning Agency, to
forward Petition PL20240000400 to the Board of County Commissioners with a recommendation to approve for
Transmittal to the Florida Department of Commerce and other statutorily required agencies.
COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard this
petition at their March 7, 2024, meeting. The Planning Commission voted unanimously to forward the petition to
the Board with a recommendation of approval for transmittal to the Department of Commerce.
RECOMMENDATION: To adopt and transmit petition PL20240000400 to the Florida Department of Commerce
and other statutorily required agencies.
Prepared by: James Sabo, AICP, Comprehensive Planning Manager.
ATTACHMENT(S)
1. CCPC Staff Report 10 year water 3-7-24(PDF)
2. Resolution BCC 011724 (PDF)
3. [Linked] Post CCPC—Collier Co IOYR WSFWP 3-12-24(PDF)
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17.B
04/09/2024
COLLIER COUNTY
Board of County Commissioners
Item Number: 17.13
Doe ID: 28318
Item Summary: Recommendation to transmit a Resolution of the Board of County Commissioners proposing an
amendment to the Collier County Growth Management Plan, Ordinance 89-05, as amended, specifically amending
the Potable Water Sub -Element of the Public Facilities Element to amend Policy 1.7 to reference the updated ten-
year water supply facilities work plan, and amending the Capital Improvement Element to change the level of
service standards for county potable water systems and county sanitary sewer -wastewater treatment systems;
furthermore directing transmittal of the amendment to the Florida Department of Commerce. (PL20240000400)
Meeting Date: 04/09/2024
Prepared by:
Title: — Zoning
Name: James Sabo
03/11/2024 11:54 AM
Submitted by:
Title: Zoning Director — Zoning
Name: Mike Bost
03/11/2024 11:54 AM
Approved By:
Review:
Zoning Mike Bosi Division Director
Growth Management Community Development Department Diane Lynch
Operations & Regulatory Management Michael Stark GMCDD Reviewer
Transportation Management Operations Support Evelyn Trimino
Unknown
Jaime Cook GMCDD Reviewer
Growth Management Community Development Department James C French
County Attorney's Office Jeffrey A. Klatzkow Level 2 Attorney Review
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review
County Attorney's Office
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Office of Management and Budget
Laura Zautcke
OMB Reviewer
Engineering and Project Management
Matthew McLean
PUD Reviewer
Public Utilities Department
George Yilmaz
PUD Reviewer
County Manager's Office
Amy Patterson
Level 4 County Manager Review
Board of County Commissioners
Geoffrey Willig
Meeting Pending
Completed 03/12/2024 9:18 AM
GMD Approver Completed
03/21/2024 3:39 PM
Completed 03/22/2024 11:01 AM
GMCDD Reviewer Completed
03/28/2024 5:52 PM
Completed
04/01/2024 8:41 AM
Growth Management
Completed
04/01/2024 9:56 AM
Completed
04/01/2024 11:20 AM
Completed
04/01/2024 11:36 AM
Completed
04/01/2024 11:45 AM
Completed
04/01/2024 1:17 PM
Completed
04/02/2024 5:28 PM
Completed
04/02/2024 6:18 PM
Completed
04/03/2024 10:10 AM
04/09/2024 9:00 AM
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17.B.1
Co(C ie r County
STAFF REPORT
TO: COLLIER COUNTY PLANNING COMMISSION (CCPC)
FROM: COMPREHENSIVE PLANNING SECTION, ZONING DIVISION,
GROWTH MANAGEMENT COMMUNITY DEVELOPMENT
HEARING DATE: MARCH 7, 2024
RE: PL20240000400, Ten -Year Water Supply Facilities Work Plan, Growth Management Plan
Amendment. (TRANSMITTAL HEARING)
NOTE: CCPC/Environmental Advisory Council approval is required
AGENT/APPLICANT:
Public Utilities Department
Engineering and Project Management Division
Collier County Government
3299 East Tamiami Trail, Suite 303
Naples, FL 34112
GEOGRAPHIC LOCATION:
The proposed Growth Management Plan amendment (GMPA) is not location -specific.
REOUESTED ACTION:
The proposed text change seeks to amend the Potable Water Sub -Element of the Public Facilities Element and the
Capital Improvement Element to update the reference to our next Ten -Year Water Supply Facilities Work Plan, as
required for Collier County by Section 163.3177(6)(c), Florida Statutes. Policy 1.7 is proposed to be amended as
follows:
OBJECTIVE 1:
Locate and develop potable water supply sources to meet the future needs of the County owned and operated
systems, said supply sources meeting the minimum Level of Service Standards established by this Plan. The
development and utilization of new potable water supply sources and the acquisition of land necessary for such
development shall be based upon the information, guidelines, and procedures identified within the County's Ten -
Year Water Supply Facilities Work Plan (as updated) and the Lower West Coast Water Supply Plan prepared by
the South Florida Water Management District. [Note: No revisions to Policies 1.1 through 1.6 are proposed.]
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
Policy 1.7:
The County has developed the Ten -Year Water Supply Facilities Work Plan, dated January 2024, in
accordance with the water supply guidelines of the most current version of the South Florida Water Management
District's Lower West Coast Water Supply Plan. The County's Ten -Year Water Supply Facilities Work Plan is
incorporated herein by reference.
STAFF ANALYSIS:
As Policy 1.7 of the Public Facilities Element, Potable Water Sub -Element indicates, the County has developed the
Ten -Year Water Supply Facilities Work Plan. The proposed text amendment seeks to adopt the updated version of
the County's plan, which has been prepared in accordance with the most current version of the South Florida Water
Management District's Lower West Coast Water Supply Plan. The updated version of the Ten -Year Water Supply
Facilities Work Plan is proposed for incorporation into the County's GMP by reference.
Regional Planning:
In December 2022, the Governing Board of the South Florida Water Management District (SFWMD) approved the
2022 Lower West Coast Water Supply Plan (LWCWSP) Update. Under Florida law (section 163.3177(6)(c),
Florida Statutes), Collier County must adopt amendments to its comprehensive plan within 18 months of the
SFWMD's approval of the update. These amendments include the development of an updated Ten — Year Water
Supply Facilities Work Plan and amendments to the Growth Management Plan (GMP). The LWCWSP amendment
required the five water management districts to initiate regional water supply planning in all areas of the State.
The purpose of regional water supply planning is to develop strategies to meet future water demands of urban and
agricultural uses while meeting the needs of the environment. This process identifies historical uses of water and
water source options to meet potential shortfalls. Each regional water supply plan is based on at least a 10-year
future planning horizon, and a complete update of each plan is required every five years.
The Lower West Coast Water Supply Planning Area includes Lee County and portions of Charlotte, Collier, Glades,
Hendry, and Monroe counties. The 2022 Lower West Coast Water Supply Plan Update (LWC Update) was
approved by the SFWMD Governing Board in December 2022. The LWC Update assesses projected water demands
and potential water sources for the period through 2040.
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
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Source: 2022 Lower West Coast Water Supply Plan Update
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
Local Planning:
In December 2022, the SFWMD's Governing Board approved the 2022 Lower West Coast Water Supply Plan
Update. Therefore, Collier County must adopt the proposed GMP text amendment referencing the County's
proposed Ten -Year Water Supply Facilities Work Plan by June 28, 2024 (or 18 months after the District Governing
Board approved each regional water supply plan) [s. 163.3177(6)(c), F.S.].
Proposed Ten -Year Water Supply Facilities Work Plan update:
As noted in the attached Ten -Year Water Supply Facilities Work Plan, the updated document addresses the
following objectives:
• Identifies population and water demands of the County and each utility for the planning period,
2023 to 2033.
• Presents existing and planned potable and reclaimed water facilities that will be utilized to meet
demand projections.
• Identifies sources of raw water needed for potable water and irrigation water supply to meet
demands through the year 2033.
• Identifies the steps necessary to develop additional potable and reclaimed water supplies and
specifies when they must occur and how they will be funded.
• Demonstrates that the water supply plans for each utility within the County are feasible with
respect to facility capacity to be developed and consumptive use permit allocations required.
• Describes the conservation practices and regulations utilized by the County and each utility to
meet water supply demand.
The population methodology used by the Collier County Water Sewer District and the Collier County Growth
Management Department for the Ten -Year Water Supply Facilities Work Plan is based on the County's latest
adopted Annual Update Inventory Report and Capital Improvement Element (AUIR-CIE) available at the time the
plan was created (2023 AUIR-CIE). Please note that because of updates to data, the proposed Ten -Year Water
Supply Facilities Work Plan will differ from the 2022 Lower West Coast Plan Update, as well as the most recent
AUIR-CIE documents. These variances have been vetted with SFWMD staff, who agree that the population
methodology is appropriate. The other utility providers have used alternative population methodologies, which are
also consistent with state statutes and have been vetted by SFWMD staff.
This Ten -Year Water Supply Facilities Work Plan was prepared by the County's consultant, Johnson Engineering,
in coordination with Public Utilities Department and Growth Management Department staff, as well as
representatives from various private and public utilities, and includes the areas of the County served by the Collier
County Water and Sewer District, the Ave Maria Utility Company (AMUC), the Immokalee Water and Sewer
District (IWSD), and the Port of the Islands Capital Improvement District.
Also referenced in the plan are the Lee Cypress Water and Sewer Co -Op, Inc., as well as several small -capacity
water systems regulated by the Florida Department of Environmental Protection (FDEP) (see section 3.7 of the
attached plan). These did not meet the minimum size requirements to be included in facility reporting.
In substance, the CCWSD portions of the Plan update provide detail behind the following broad
subject areas:
(a) Existing Facilities (Section 4): The CCWSD is served by two interconnected water treatment plants,
the North County Regional Water Treatment Plant and the South County Regional Water Treatment
Plant, with maximum finished water production capacities of 20 MGD and 32 MGD, respectively.
PL20240000400 GMPA 4
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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Three wellfields provide raw water for the plants, drawing from both brackish and freshwater sources.
Collier County has been a leader in the use of brackish water source production. Along with these
production and wellfield facilities, the CCWSD contains over 1,200 miles of transmission and
distribution pipelines, water storage tanks, pumping facilities, and approximately 86,400 individual
service connections. In addition, the CCWSD operates one of the largest irrigation quality (IQ) water
systems in South Florida, with contractual commitments of over 23 MGD to golf course communities,
parks, and roadway medians.
(b) Planned Water Supply Facilities (Section 5): Based on the 2023 AUIR population and Level of Service
(LOS) standard, the Plan update indicates 2033 as the optimal first production year for the new
Northeast Regional Water Treatment Plant Wellfield Phase 1.
(c) Facilities Capacity Analysis (Chapter 6): Plans to bring online a new potable water treatment facility
and associated wellfield during the Ten-year period will allow CCWSD to stay ahead of the demand
curve during the Ten-year planning period.
(d) Conservation (Section 7): Conservation measures have been an important element in CCWSD
planning for many years. Local regulations on domestic irrigation, low flow devices, Florida Friendly
landscape principles, Fridays are Dry Days, and a block rate structure have been employed and will be
continually improved. A meter replacement program is now underway, and efficiency gains at the
Regional Plants and throughout the Distribution system are being realized.
(e) Capital Improvement Projects (Section R. Subsections present the capital improvement projects
planned by each utility, including the funding source, timelines, project name, and cost estimate for
each project.
A depiction of the District boundaries for each of the covered utilities follows:
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
Collier County Water -Sewer District
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Source: Collier County 10 Year Water Supply Plan Update, 2023
PL20240000400 GMPA 6
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
Statutory Requirements:
The Department of Commerce (DOC) has published "A Guide to Preparation of the Water Supply Facilities Work
Plan". Local governments must comply with the following statutory requirements for water supply and facility
planning (Each requirement followed by staff comment in bold and italics):
Coordinate appropriate aspects of their comprehensive plan with the appropriate water management
district's regional water supply plan. [Section 163.3177(4)(a), F.S.]. The current GMP contains Goals,
Objectives, and Policies that were adopted to maintain coordination with the SFWMD's water supply
plan.
2. Revise the Potable Water Sub -Element to adopt a water supply facility work plan covering at least a 10-
year planning period to meet existing and projected demand. The work plan should address those water
supply facilities for which the local government is responsible and include the facilities needed to develop
alternative water supplies. The work plan should also identify conservation and reuse measures to meet
future needs. [Section 163.3177(6)(c), F.S.] Policy 1.7 of the Potable Water Sub -Element was amended
by Ordinance 09-04 to incorporate by reference the County's 10-Year Water Supply Facilities Work
Plan. This proposed GMP amendment seeks to adopt the revised update to the plan, which identifies the
County's traditional and alternative water supply sources to meet existing and projected needs for the
10 year period; the capital improvements that will be needed to develop, treat, and deliver those
alternative supplies, and the conservation measures and reuse supplies utilized to offset demand for new
water. The County also updates its Capital Improvement Element on a yearly basis through the AUIR-
CIE to include the capital improvements needed in the first five years of the 10-Year Water Supply
Facilities Work Plan.
Revise the Conservation Element to assess current and projected water needs and sources for at least a 10-
year planning period. The analysis must consider the existing levels of water conservation, use, and
protection and the applicable policies of the water management district and the district's approved regional
water supply plan. In the absence of an approved regional water supply plan, the analysis must consider the
district's approved water management plan. [Section 163.3177(6)(d)3, F.S.] The current Conservation and
Coastal Management Element of the GMP contains Goals, Objectives, and Policies that consider the
SFWMD levels of water conservation, use, and protection.
4. Revise the Capital Improvements Element to identify capital improvement projects to be implemented in
the first five years of the work plan for which the local government is responsible, including both publicly
and privately funded water supply projects necessary to achieve and maintain the adopted level of service
standards; and adopt a 5-year schedule of capital improvements to include those projects as either funded
or unfunded, and if unfunded, given a level of priority for funding. [163.3177(3)(a)4, F.S.] The County
updates its Capital Improvement Element on a yearly basis through the AUIR-CIE to include the capital
improvements needed in the first five years of the 10-Year Water Supply Facilities Work Plan.
Revise the Intergovernmental Coordination Element to adopt principles and guidelines to be used to
coordinate the comprehensive plan with the regional water supply authority (if applicable) and with the
applicable regional water supply plan. [163.3177(6)(h)l, F.S.] The current Intergovernmental
Coordination Element of the GMP contains Goals, Objectives, and Policies that provide principles and
guidance for coordination with the SFWMD and otherpublic andprivate utilities regarding water supply
planning.
6. During the Evaluation and Appraisal review, determine if comprehensive plan amendments are necessary
to reflect statutory changes related to water supply and facilities planning since the last update to the
comprehensive plan. If necessary, transmit the amendments to incorporate the statutory changes as
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.1
appropriate. [Section 163.3191(1) and (2), F.S.] The adopted County's EAR -based amendments included
revisions to several of its Elements to revise references to the County's 2014 Water and Wastewater
Master Plan Update document and include the adopted Ten -Year Water Supply Facilities Work Plan,
the Lower West Coast Water Supply Plan, and the Water Master Plan as the County's appropriate
documents for water supply planning.
NEIGHBORHOOD INFORMATION MEETING (NIM) SYNOPSIS
A NIM is not required under the provisions of the Collier County Land Development Code Chapter 10.03.00: Notice
Requirements.
LEGAL CONSIDERATIONS:
The Office of the County Attorney has reviewed and approved this staff report on 2/16/2024.
STAFF RECOMMENDATION:
For the Collier County Planning Commission, acting as the Environmental Advisory Council and the Local
Planning Agency, to forward Petition PL20240000400 to the Board of County Commissioners with a
recommendation to approve for Transmittal to the Florida Department of Commerce and other statutorily required
agencies.
PL20240000400 GMPA
Ten -Year Water Supply — Potable Water Sub element of the Public Facilities Element
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17.B.2
RESOLUTION NO.2024-
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
PROPOSING AMENDMENT TO THE COLLIER COUNTY GROWTH
MANAGEMENT PLAN, ORDINANCE 89-05, AS AMENDED,
SPECIFICALLY AMENDING THE POTABLE WATER SUB -
ELEMENT OF THE PUBLIC FACILITIES ELEMENT TO AMEND
POLICY 1.7 TO REFERENCE THE UPDATED TEN YEAR WATER
SUPPLY FACILITIES WORK PLAN, AND AMENDING THE
CAPITAL IMPROVEMENT ELEMENT TO CHANGE THE LEVEL
OF SERVICE STANDARDS FOR COUNTY POTABLE WATER
SYSTEMS AND COUNTY SANITARY SEWER -WASTEWATER
TREATMENT SYSTEMS; AND FURTHERMORE DIRECTING
TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA
DEPARTMENT OF COMMERCE [PL20240000400]
WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the
Florida Local Government Comprehensive Planning and Land Development Regulation Act of
1985, was required to prepare and adopt a comprehensive plan; and
WHEREAS, the Collier County Board of County Commissioners adopted the Collier
County Growth Management Plan on January 10, 1989; and
WHEREAS, the Community Planning Act of 2011 provides authority for local
governments to amend their respective comprehensive plans and outlines certain procedures to
amend adopted comprehensive plans; and
WHEREAS, Collier County staff has initiated this amendment to the Future Land Use
Element; and
WHEREAS, on , the Collier County Planning Commission
considered the proposed amendment to the Growth Management Plan pursuant to the authority
granted to it by Section 163.3174, F.S., and has recommended approval of said amendment to the
Board of County Commissioners; and
WHEREAS, on , the Board of County Commissioners at a public
hearing approved the transmittal of the proposed amendment to the state land planning agency in
accordance with Section 163.3184, F.S.; and
WHEREAS, upon receipt of Collier County's proposed Growth Management Plan
Amendment, various State agencies and the Department of Commerce have thirty (30) days to
review the proposed amendment and DEO must transmit, in writing, to Collier County its
comments within said thirty (30) days pursuant to Section 163.3184, F.S.; and
[24-CMP-01211/1839640/1]13 Page 1 of 2
01/17/24 PL20240000400 Words underlined are additions; Words 4paek +hre„rth are deletions.
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17.B.2
WHEREAS, Collier County, upon receipt of the written comments from DEO must
adopt, adopt with changes or not adopt the proposed Growth Management Plan Amendment
within one hundred and eighty (180) days of such receipt pursuant to Section 163.3184, F.S.; and
WHEREAS, the Department of Commerce, within five (5) days of receipt of Collier County's
adopted Growth Management Plan Amendment, must notify the County of any deficiencies of
the Plan Amendment pursuant to Section 163.3184(3), F.S.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
The Board of County Commissioners hereby approves the proposed Growth Management
Plan Amendment, attached hereto as Exhibit "A" and incorporated by reference herein, for the
purpose of transmittal to the Department of Commerce and other reviewing agencies thereby
initiating the required State evaluation of the Growth Management Plan Amendment prior to
final adoption.
THIS RESOLUTION ADOPTED after motion, second and majority vote this
day of 92024.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL, CLERK
IC
Deputy Clerk
Approved as to form and legality:
Heidi Ashton-Cicko
Managing Assistant County Attorney
COLLIER COUNTY, FLORIDA
CHRIS HALL, Chairman
Attachment:
Exhibit A- Text Amendment CIE and Public Facilities Element
[24-CMP-01211/1839640/1 ] 13
01/17/24 PL20240000400 Words underlined are additions; Words 4paek +hre„rth are deletions.
Page 2 of 2
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17.B.2
Exhibit A
COLLIER COUNTY GROWTH MANAGEMENT PLAN
PUBLIC FACILITIES ELEMENT
Potable Water Sub -Element
OBJECTIVE 1: [Page 2]
Locate and develop potable water supply sources to meet the future needs of the County owned
and operated systems, said supply sources meeting the minimum Level of Service Standards
established by this Plan. The development and utilization of new potable water supply sources
and the acquisition of land necessary for such development shall be based upon the information,
guidelines and procedures identified within the County's Ten -Year Water Supply Facilities Work
Plan (as updated), and the Lower West Coast Water Supply Plan prepared by the South Florida
Water Management District.
Policy 1.7:
The County has developed the Ten -Year Water Supply Facilities Work Plan, dated FebruaFy 2019
January 2024, in accordance with the water supply guidelines of the most current version of the
South Florida Water Management District's Lower West Coast Water Supply Plan. The County's
Ten -Year Water Supply Facilities Work Plan is incorporated herein by reference.
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17.B.2
CAPITAL IMPROVEMENT ELEMENT
OBJECTIVE 1: (PUBLIC FACILITY LEVEL OF SERVICE STANDARDS) [Page 2]
Identify and define types of public facilities, establish standards for levels of service for each such
public facility, and determine what quantity of additional public facilities is needed in order to
achieve and maintain the standards.
Policy 1.5: [Page 5]
The standards for levels of service of public facilities shall be as follows:
D. County Potable Water Systems: [Page 6]
County Water District = 4-59130 gallons per capita per day (gpcd)
E. County Sanitary Sewer - Wastewater Treatment Systems:
Se utfa �Afastev.xate.r TreAtm p pt ServiEe UP A - 100 ba„eRs per Ea p itaper dayTgpedT
Wastewater Treatment Service Area = 90 gallons per capita per day (gpcd)
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COLLIER COUNTY
10-YEAR WATER SUPPLY FACILITIES
WORK PLAN UPDATE
2023 to 2033
Prepared For:
COLLIER COUNTY
Public Utilities Department
Engineering & Project Management Division
3339 Tamiami Trail East, Suite 303
Naples, Florida 34112-5361
Prepared By:
ENGINEERING
2122 Johnson Street
Fort Myers, Florida 33901
(239) 334-0046
E B 642
January 2024
EXECUTIVE SUMMARY
The purpose of the Collier County 10-Year Water Supply Facilities Work Plan Update (Work Plan)
is to identify and plan for the water supply sources and facilities needed to serve existing and new
development within the Collier County jurisdiction. Chapter 163, Part II, F.S., requires local
governments to prepare and adopt Work Plans into their comprehensive plans within 18 months after
the applicable water management district approves a regional water supply plan or its update for a
region. The 2022 Lower West Coast Water Supply Plan (LWCWSP) Update was approved by the
South Florida Water Management District (SFWMD) on December 8, 2022. The 2022 SFWMD
LWCWSP Update covers Lee and Collier Counties, as well as portions of Hendry, Glades, and
Charlotte Counties; Collier County is located within the planning area for the LWCWSP.
Collier County is comprised of incorporated and unincorporated areas in southwest Florida. Within
Collier County, both public and private utility providers maintain service areas in which water and
wastewater services are provided. The utilities identified within Collier County include Collier
County Water -Sewer District, Immokalee Water and Sewer District, Ave Maria Utility Company,
Everglades City, City of Naples, City of Marco Island, and the Port of the Islands Community
Improvement District. The City of Naples, the City of Marco Island, and Everglades City are local
City government and are subject to Chapter 163, F.S. Therefore, these local governments are
responsible for completing an independent Work Plan which incorporates the 2022 SFWMD
LWCWSP Update. Based on the obligation to complete Work Plans separate from Collier County,
these local governments have been excluded from the Collier County Work Plan evaluation.
The purpose of this Work Plan is to update the previous 2019 Collier County Water Supply Facilities
Work Plan and considers a planning period of 2023 through 2033 for concurrency with updates to the
2023 Collier County Annual Update and Inventory Report (AUIR) adopted December 12, 2023 and
Comprehensive Plan and the SFWMD 18-month local government adoption requirement. The
I
population estimates and projections used in this Work Plan consider incorporated and unincorporated
Collier County as a whole and the incorporated and unincorporated areas served by County Sewer -
Water District, Immokalee Water -Sewer District, Ave Maria Utility Company, and Port of the Islands
Community Improvement District service areas. Based on the analyses herein, the utility providers
included in this Work Plan will have and/or have planned adequate water treatment plant capacity
and permitted allocations from the SFWMD through the planning period to serve anticipated
populations. This Work Plan identifies several capital improvement projects planned over the next
five years to support continuous water supply to the areas served at the per capita demands (i.e., level
of service standard) and projects to upgrade wastewater treatment facilities and increase reclaimed
water capacity and distribution.
An assessment of existing Goals, Objectives, and Policies (GOPs) in Collier County' comprehensive
plan was performed in preparation of the Work Plan to identify those that address water supply
sources and facilities, as well as conservation and reuse programs.
This Work Plan will be adopted as a standalone document incorporated into the Collier County
Comprehensive Plan by reference.
11
TABLE OF CONTENTS
EXECUTIVESUMMARY......................................................................................................... I
ACRONYMLIST....................................................................................................................... V
1.0 INTRODUCTION........................................................................................................... 1
1.1 Statutory History.................................................................................................. 2
1.2 Statutory Requirements....................................................................................... 2
2.0 BACKGROUND AND LOCAL GOVERNMENT OVERVIEW .................................. 5
3.0 DATA AND ANALYSIS............................................................................................... 9
3.1
Population Information........................................................................................
9
3.2
Population by Utility............................................................................................
9
3.3
Current and Future Areas Served........................................................................
11
3.4
Level of Service Standard....................................................................................
11
3.5
Population and Potable Water Demand Projections ............................................
12
3.6
Facility Capacity Analysis for Projected Water Demands .................................
13
3.7
Populations Served by Domestic Self-Supply(DSS)..........................................
19
3.8
Agricultural, Landscape/Recreational, and
Commercial/Industrial Water Demands..............................................................
21
3.9
Power Generation Supply Demands....................................................................
22
3.10
Water Supply Provided by Other Entities...........................................................
22
3.11
Potential Future Water Suppliers.........................................................................
22
3.12
Conservation and Reuse Efforts..........................................................................
22
4.0 REGIONAL WATER SUPPLY ISSUES....................................................................... 29
5.0 ALTERNAVIE WATER SUPPLY................................................................................. 30
6.0 CAPITAL IMPROVEMENTS....................................................................................... 32
7.0 GOALS, OBJECTIVES, POLICIES............................................................................... 34
8.0 REFERENCES............................................................................................................... 39
III
LIST OF TABLES
Number
1 County -Wide Population Projections for Permanent Residents in Collier County.............
9
2 Current and Projected Permanent Resident Populations by Utility...............................11
3 Potable Water Demand Projections..................................................................
12
4.1 CCWSD Raw Water Supply Wellfields and Storage ..............................................
14
4.2 CCWSD Facility Capacity Analysis for Projected Finished Water Demands .................
14
5.1 IWSD Raw Water Supply Wellfields and Storage..................................................15
5.2 IWSD Facility Capacity Analysis for Projected Finished Water Demands ....................
15
6.1 AMUC Raw Water Supply Wellfield and Storage..................................................17
6.2 AMUC Facility Capacity Analysis for Projected Finished Water Demands....................17
7.1 Port of the Islands CID Raw Water Supply Wellfield and Storage .............................
18
7.2 Port of the Islands CID Facility Capacity Analysis for Projected Finished
WaterDemands.........................................................................................19
8 Population Served by FDEP Potable Water Systems (PWS), 2022 .............................
20
9 Agricultural, Landscape/Recreational, and Commercial/Industrial Water Demand
Projections..............................................................................................
21
10 Water Treatment Facilities and Reclaimed Water Distribution .................................
28
112022 LWCWSP Capital Improvement Projects ...................................................
32
12 Capital Improvement Projects Update...............................................................
33
LIST OF FIGURES
1 — Current and Future Water Service Areas
2A — Existing and Proposed CCWSD Production Wellfields
2B — Existing and Proposed IWSD and AMUC Production Wellfields
2C — Existing Port of the Islands CID Production Wellfield
3 — Current and Future Wastewater Service Areas
4 — Existing Reclaimed Water Lines and Wastewater Treatment Facilities
APPENDICES
Appendix A — Interlocal Agreement between CCWSD and the City of Naples
Appendix B — Agreement for Potable Water Service Calusa Island Village (Goodland Area)
Appendix C — Agreement for Potable and Emergency Water Interconnects between Bonita Springs
Utilities, Inc. and CCWSD
Appendix D - Interlocal Agreement between CCWSD and the Big Cypress Stewardship District
(Town of Big Cypress)
Appendix E — Interlocal Agreement between CCWSD and the Big Cypress Stewardship District
(Bellmar Village)
Appendix F - Interlocal Agreement between CCWSD and the Big Cypress Stewardship District
(Rivergrass Village)
Appendix G — Capital Improvement Schedules
►A
ACRONYM LIST
AMUC
Ave Maria Utility Company
ASR
Aquifer Storage and Recovery
AUIR
Annual Update and Inventory Report
BEBR
Bureau of Economic and Business Research
BSU
Bonita Springs Utilities
CCWSD
Collier County Water -Sewer District
CID
Community Improvement District
DSS
Domestic Self -Supply
FDEP
Florida Department of Environmental Protection
F.A.C.
Florida Administrative Code
F.S.
Florida Statutes
GOP
Goals, Objectives, and Policies
GPD
Gallons Per Day
GPDPC
Gallons Per Day Per Capita
ID
Identification
IQ
Irrigation Quality
IWSD
Immokalee Water and Sewer District
LHA
Lower Hawthorn Aquifer
LOS
Level of Service
LTA
Lower Tamiami Aquifer
LWC
Lower West Coast
LWCWSP
Lower West Coast Water Supply Plan
MDL
Maximum Developable Limit
MHA
Mid -Hawthorn Aquifer
MG
Million Gallons
MGD
Million Gallons Per Day
NESA
Northeast Expansion Service Area
PWS
Potable Water System
RO
Reverse Osmosis
RWDS
Reclaimed Water Distribution System
RWSP
Regional Water Supply Plan
SAS
Surficial Aquifer System
SFWMD
South Florida Water Management District
TDS
Total Dissolved Solids
UIC
Underground Injection Control
UFA
Upper Floridan Aquifer
UFAS
Upper Floridan Aquifer System
WRF
Water Reclamation Facility
WTA
Water Table Aquifer
WTP
Water Treatment Plant
WUP
Water Use Permit
WWTF
Wastewater Treatment Facility
WWTP
Wastewater Treatment Plant
►v
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
1.0 INTRODUCTION
The purpose of the Collier County 10-Year Water Supply Facilities Work Plan Update (Work
Plan) is to identify and plan for the water supply sources and facilities needed to serve existing
and new development within the local government's jurisdiction. Chapter 163, Part II, F.S.,
requires local governments to prepare and adopt Work Plans into their comprehensive plans
within 18 months after the water management district approves a regional water supply plan
(RWSP) or its update. The Lower West Coast Water Supply Plan Update (LWCWSP) was
approved by the South Florida Water Management District (SFWMD) on December 8, 2022.
Therefore, the deadline for local governments within the Lower West Coast Planning Area to
amend their comprehensive plans with an adopted Work Plan is June 8, 2024.
This Work Plan for Collier County is divided into eight (8) sections:
Section 1
— Introduction
Section 2
— Background and Local Government Overview
Section 3
— Data and Analysis
Section 4
— Regional Water Supply Issues
Section 5
— Alternative Water Supply
Section 6
— Capital Improvements
Section 7
— Goals, Objectives, and Policies
Section 8
— References
Johnson Engineering, Inc. prepared this Work Plan based on information obtained from
government entities and other parties. While Johnson Engineering has used reasonable care to
avoid reliance upon faulty or incomplete information, Johnson Engineering is not responsible
for verifying the accuracy of all data and information provided by these governmental entities
and other parties.
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
1.1 Statutory History
The Florida Legislature enacted bills in the 2002, 2004, 2005 and 2011 sessions to
address the state's water supply needs. These bills, especially Senate Bills 360 and 444
(2005 legislative session), significantly changed Chapter 163 and 373 Florida Statutes
(F.S.) by strengthening the statutory links between the regional water supply plans
prepared by water management districts and comprehensive plans prepared by local
governments. In addition, these bills established the basis for improving coordination
between local land use planning and water supply planning.
1.2 Statutory Requirements
Each local government must comply with the following requirements:
1. Coordinate appropriate aspects of its comprehensive plan with the applicable
RWSP [Section 163.3177(4)(a), F.S.].
2. Ensure that its future land use plan is based upon availability of adequate water
supplies and public facilities and services [Section 163.3177(6)(a), F.S.,
effective July 1, 2005]. Data and analysis demonstrating that adequate water
supplies and associated public facilities will be available to meet projected
growth demands must accompany all proposed Future Land Use Plan and Plan
amendments submitted for review.
3. In consultation with the water supplier, ensure adequate water supplies and
potable water facilities are available to serve new development no later than the
issuance by the local government of a certificate of occupancy or its functional
equivalent [Section 163.3180(2), F.S.].
4. For local governments subject to a RWSP, revise the General Sanitary Sewer,
Solid Waste, Drainage, Potable Water, and Natural Groundwater Aquifer
Recharge Element (the "Infrastructure element") through a Comprehensive
Plan amendment to:
a. Identify and incorporate the alternative water supply project(s) selected by
the local government from projects identified in the applicable RWSP, or
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
alternative project(s) proposed by the local government under Section
373.709(8)(b), F.S. [Section 163.3177(6)(c), F.S.];
b. Identify the traditional and alternative water supply projects and the
conservation and reuse programs necessary to meet water needs identified
in the applicable RWSP [Section 163.3177(6)(c)3., F.S.]; and
c. Update Work Plan for at least a 10-year planning period for constructing
the public, private, and regional water supply facilities identified in the
element as necessary to serve existing and new development. [Section
163.3177(6)(c), F.S.]
5. Revise the Five -Year Schedule of Capital Improvements to include water supply,
reuse, and conservation projects and programs to be implemented during the 5-year
period [Section 163.3177(3)(a)4., F.S.].
6. To the extent necessary to maintain internal consistency after making changes
described in Paragraph 1 through 5 above, revise the Conservation element to
assess projected water needs and sources for at least a 10-year planning period,
considering the applicable RWSP and water use permit(s) [Section 163.3177(6)(d),
F.S.]. The comprehensive plan must address the water supply sources necessary to
meet the existing and projected water use demand for the established planning
period, considering the applicable RWSP [Section 163.3167(9), F.S.].
7. To the extent necessary to maintain internal consistency after making changes
described in Paragraphs 1 through 5 above, revise the Intergovernmental
Coordination Element to ensure coordination of the comprehensive plan with
applicable regional water supply plans and regional water supply authorities'
plans. [Section 163.3177(6)(h)1., F.S.].
8. Local governments are required to comprehensively evaluate and update the
Comprehensive Plan to reflect changes in local conditions every seven years. The
evaluation could address the local government's need to update their Work Plan,
including the development of alternative water supplies, and determine whether the
identified alternative water supply projects, traditional water supply projects, and
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
conservation and reuse programs are meeting local water use demands [Section
163.3191(3), F.S.].
9. Local governments may be exempt from updating their Work Plan if they meet
certain criteria. A local government that does not own, operate, or maintain its own
water supply facilities and is served by a public water supply entity with a permitted
allocation of 300 million gallons per day or greater is not required to amend its
Comprehensive Plan when an RWSP is updated if the local government uses less
than 1 percent of the public water supply entity's total permitted allocation.
However, the local government must cooperate with the public water supply entity
that provides service within its jurisdiction and must keep the Sanitary Sewer, Solid
Waste, Drainage, Potable Water, and Natural Groundwater Aquifer Recharge
element up to date, pursuant to Section 163.3191, F.S. A local government should
contact the Florida Department of Economic Opportunity (DEO) to verify its
qualifications for the exemption [Section 163.3177(6)(c)4., F.S.].
10. Local governments with a Sector Plan adopted in accordance with Section
163.3245, F.S., should incorporate information from the adopted Sector Plan,
Master Plan, and Detailed Specific Area Plan into the Work Plan. The focus should
be on water needs, water supply and resource development, conservation measures,
and intergovernmental coordination activities with the SFWMD and water supply
development projects needed to address projected development in the Sector Plan
area [Section 163.3245, F.S.].
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
2.0 BACKGROUND AND LOCAL GOVERNMENT OVERVIEW
Collier County is comprised of incorporated and unincorporated areas. Within Collier
County, both public and private utility providers maintain service areas in which water
and wastewater services are provided. Based on review of the water and wastewater
services within Collier County, the following utility providers were identified:
• Collier County Water -Sewer District;
• Immokalee Water -Sewer District;
• Ave Maria Utility Company;
• Everglades City;
• City of Naples Utilities;
• City of Marco Island Utilities; and
• Port of the Islands.
Below are brief descriptions of these seven (7) utility service areas within Collier
County.
2.1 Water and Wastewater Utility Providers within Collier County
2.1.1 Collier County Water -Sewer District (CCWSD)
The CCWSD service area is comprised of approximately 261 square miles for
potable water use while its current wastewater service area encompasses
approximately 263 square miles which extend into north, east, and south Collier
County with some areas extending into southeast City of Naples service area,
Stevens Landing, Goodland and Key Marco. CCWSD maintains the
interconnections with Bonita Springs Utilities and the City of Naples which are
maintained for emergency use. The area served is constantly growing within
the boundary of the CCWSD.
Generally, the service area is bounded on the north by Lee County, to the south-
southwest by the City of Marco Island city limits and the Gulf of Mexico, to the
west by the City of Naples city limits and the Gulf of Mexico, and on the east
by the Urban Planning Boundary. Notable expansions within the CCWSD
service area include the Northeast Expansion Area (MESA) in 2018 to
accommodate organic growth of the service area, the acquisition of the Golden
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Gate City water and wastewater systems in 2018, and the execution of
agreements with the Big Cypress Stewardship District for potable water,
sanitary sewer, and injection quality (IQ) water services for all County -
approved projects for the Town of Big Cypress, Bellmar Village, and
Rivergrass Village in 2023. Applicable agreements are provided in Appendices
A through F.
2.1.2 Immokalee Water -Sewer District (IWSD)
IWSD is an Independent Special District of the State of Florida that was created
on July 5, 1978, by an Act of the Florida Legislature to provide water and sewer
services in Immokalee. The IWSD service area covers approximately 107
square miles in Collier County and is bound to the north and west by Lee
County, to the east by unincorporated Collier County lands, and to the south by
unincorporated Collier County lands and Immokalee Road.
2.1.3 Ave Maria Utility Company (AMUC)
The Ave Maria Stewardship Community District was created in 2004, Chapter
2004-461, Laws of Florida. AMUC provides water and wastewater to a service
area comprised of the approximate 5,000-acre Ave Maria community located
in eastern unincorporated Collier County. The AMUC service area is generally
bound to the north by Immokalee Road, to the east by unincorporated Collier
County lands, to the south by Oil Well Road, and to the west by Big Cypress
Stewardship District.
2.1.4 Everglades City
The Everglades City service area includes Everglades City, Chokoloskee
Island, and Copeland. Everglades City encompasses approximately 1.5 square
miles and is surrounded by Everglades National Park; Chokoloskee Island
encompasses 0.23 square miles and is located within the Chokoloskee Bay,
southeast of Tamiami Trail East. The Copeland portion of the Everglades City
service area is comprised of a few parcels associated with the Fakahatchee
Strand Preserve Park Offices and the Everglades City public water supply
system wellfield located northeast of Tamiami Trail East and west of the State
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Route 29. The residential area of Copeland is served by Collier County Utility
Company (formerly known as the Lee Cypress Water and Sewer Co-op, Inc.),
operated by U.S. Water Services Corporation which is accounted for in the
population served by domestic self -supply. In addition to these portions of the
service area, the most -recent SFWMD water use permit modification (permit
No. 11-00160-W) indicates the Everglades City service area includes Plantation
Island, located southeast of Everglades City and Carnestown, located south of
the intersection of Tamiami Trail East and State Route 29.
2.1.5 City of Naples Utilities
The City of Naples Utility Department service area is comprised of
approximately 33 square miles for potable water and 18.6 square miles for
wastewater services generally bound to the west by the Gulf of Mexico, to the
north by Pine Ridge Road and to the south by Keewaydin Island. The service
area extends east into unincorporated areas of Collier County as far as
Livingston Road.
2.1.6 City of Marco Island Utilities
The City of Marco Island service area is predominantly limited to areas within
the corporate boundaries of the City of Marco Island and areas in adjacent
unincorporated areas of Collier County, previously served by the Florida Water
Services Corporation. The service area provides potable water to CCWSD
under an interlocal agreement for distribution to the Stevens Landing, Goodland
and Key Marco areas. The City of Marco Island service area is bound to the
north by the Big Marco Pass, to the east by Whiskey Creek Drive, to the south
by Caxambas Pass, and to the west by the Gulf of Mexico.
2.1.7 Port of the Islands Community Improvement District (CID)
The Port of the Islands CID service area is located in southern Collier County
and is comprised of an approximate 0.5 square mile residential community with
various amenities and a hotel. The community is surrounded by the Picayune
Strand State Park and the Ten Thousand Island National Wildlife Reserve. The
service area is situated directly north and south of Tamiami Trail East.
7
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
The City of Naples, the City of Marco Island, and Everglades City are local City
governments and are subject to Chapter 163, F.S. Therefore, these local governments
are responsible for completing an independent Work Plan which incorporates the 2022
SFWMD LWCWSP. Based on the obligation to complete Work Plans separate from
Collier County, these local governments have been excluded from the Collier County
Work Plan evaluation.
In addition to the abovementioned water and wastewater utility providers, areas of
incorporated and unincorporated Collier County have several private water supply
systems regulated by the Florida Department of Environmental Protection (FDEP)
which provide less than 100,000 gallons annually and serve less than 10,000 residents
within Collier County. Furthermore, domestic water supply systems exist throughout
Collier County, but only account for a minimal of the County -wide potable water
demand. A majority of the current population is within utility provider service areas.
This Work Plan includes an evaluation of CCWSD, AMUC, IWSD, and Port of the
Islands CID potable water capacity to meet growth within these service areas of Collier
County over the 10-year planning horizon. Information used in compiling the Work
Plan include the 2022 SFWMD LWCWSP, the 2019 Collier County 10-Year Water
Supply Facilities Work Plan, the 2023 Collier County AUIR, and applicable SFWMD
and Florida Department of Environmental Protection (FDEP) permits and databases.
Population estimates and projections used in this Work Plan are based on values
provided in the 2023 Collier County AUIR adopted by the Board of County
Commissioners on December 12, 2023, which were developed using the Bureau of
Economic and Business Research (BEBR), Projections of Florida Population by
County, 2025-2050, with Estimates for 2022 (Volume 56, Bulletin 195, April 2023,
medium range), supplemented using data from Metro Forecasting Models, LLC and
the Collier County Comprehensive Planning Section. The water supply demand
estimates and projections were based on existing utility -specific SFWMD public water
supply water use permits, FDEP water treatment facility capacities, and potable water
level of service standards provided in 2022 SFWMD LWCWSP. The data herein has
been provided to and verified by IWSD, AMUC, and Port of the Islands CID in
preparation of this Work Plan.
0
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
3.0 DATA AND ANALYSIS
3.1 Population Information
Population projections used in this Work Plan are based on the 2023 Collier County
AUIR estimates and projections which were determined using the BEBR, Projections
of Florida Population by County, 2025-2050, with Estimates for 2022 (Volume 56,
Bulletin 195, April 2023). Populations provided for the BEBR medium range are
anticipated to have the highest probability of occurrence; therefore, the medium range
projection for the planning period is considered most representative and was used in
this Work Plan. The County -wide population projections are provided below in
Table 1 — County -Wide Population Projections for Permanent Residents in Collier
County.
Table 1— County -Wide Population Proiections for Permanent Residents in Collier Countv
DATA SOURCE
2023
2028
2033
2023 Collier County AUIR'
400,257
428,595
452,606
' Projected County -wide permanent population on October 1, 2023, is 400,257. This projection is extrapolated from the April 1, 2022, estimate
390,912 provided in the BEBR, Projections of Florida Population by County, 2025-2050 (Volume 56, Bulletin 195, April 2023) supplemented
using data from Metro Forecasting Models, LLC, and the Collier County Comprehensive Planning Section.
3.2 Population by Utility
The utility providers in Collier County each have unique population considerations;
therefore, the following sections identify these considerations.
3.2.1 Collier County Water and Sewer District (CCWSD)
The CCWSD service area extends through the majority of north and South-
southeast unincorporated Collier County with areas in southeast incorporated
Naples. CCWSD has planned expansions in the Northeast Service Area
(MESA) which will include villages and areas of Big Cypress Stewardship
District (Town of Big Cypress, Bellmar, and Rivergrass), the adjacent SkySail
subdivision, Immokalee Road Rural Village, and Brightshore Village. In
addition, CCWSD is actively working on a project to convert domestic self -
supply users in Golden Gate City to potable water; therefore, only a portion of
the population is served, and the additional customers do not reflect growth of
the service area, but an increase in population served. Presently, additional
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
water customers are being connected on an individual basis where existing
infrastructure exists or when new water mains are installed. Based on the
estimated population projections, an approximate 11-percent increase in
population served is anticipated from 2023 to 2033. The population projections
include current service areas and the planned expansions over the planning
period.
3.2.2 Immokalee Water and Sewer District (IWSD)
The IWSD service area is comprised of land primarily dedicated to agricultural
production. The service area does not currently anticipate significant population
increases over the 10-year planning horizon, but the potential for growth exists.
Potential factors which could result in population increases include residential,
commercial, and industrial developments within the service area. Based on the
estimated population projections, an approximate 4-percent increase in
population served is anticipated from 2023 to 2033. IWSD is currently in
planning phases for potential improvements of the water treatment facilities,
but is anticipated to begin in 2031; therefore, improvements would be
considered in future Work Plans.
3.2.3 Ave Maria Utility Company (AMUC)
The AMUC service area is comprised of an approximate 5,000-acre
community. The population growth is limited to expansions of residential and
commercial developments within the community limits until buildout is
achieved and/or new land is acquired for expansion of the community. Based
on the estimated population projections, an approximate 147-percent increase
in population served is anticipated from 2023 to 2033. AMUC is currently
working on water treatment and wastewater treatment facilities improvement
projects to meet projected future demands that are addressed in this Work Plan.
3.2.4 Port of the Islands Community Improvement District (CID)
The Port of the Islands CID service area is comprised of an approximate 0.5
square mile residential community with various amenities and a hotel. The
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
community is surrounded by the Picayune Strand State Park and the Ten
Thousand Island National Wildlife Reserve. Based on the physical setting of
these service areas, growth and the potential for growth is limited to the
geographic extent of this service area. Based on the population projections
provided by Hole Montes, Inc., which includes planned development upon
build -out of the vacant properties, and the 58-acre redevelopment site currently
owned by the local and County governments, an approximate 37-percent
increase in population is anticipated from 2023 to 2033.
Table 2 — Current and Proiected Permanent Resident Populations by Utility
Utility Provider
2023
2028
2033
Population in CCWSD'
236,636
250,782
262,483
Population in IWSDZ
25,086
25,641
26,101
Population in AMUC3
9,952
16,577
24,552
Population in Port of the Islands CID
1,130
1,300
1,550
Total
272,804
294,300
314,686
' Source: 2023 Collier County AUIR, Appendix I, County Water District Population Estimates and Projections as of October 1. Projected
populations derived using BEBR, Projections of Florida Population by County, 2025-2050 (Volume 56, Bulletin 195, April 2023)
supplemented using data from Metro Forecasting Models, LLC, the Collier County Comprehensive Planning Section, and 2010 Census &
2020 Census.
2 Source: 2023 Collier County AUIR, Appendix I, Permanent Population Estimates and Projections as of October 1 for Immokalee Planning
Community.
'Population projections provided by AMUC on January 11, 2024.
° Population estimates are based on Port of the Islands CID Population Projections [2020 thru 2040], prepared by Hole Montes, Inc., which
includes planned development upon build -out of the vacant properties, and the 58-acre redevelopment site currently owned by the local and
County governments.
3.3 Current and Future Areas Served
A map depicting current and proposed service area boundaries is shown in Figure 1. At
the time of this evaluation, no changes were identified throughout the planning horizon
that would result in short-term increases in population that would require increases in
potable water demand not already permitted and/or planned. Organic growth is
anticipated to continue within utility service area boundaries throughout the planning
horizon.
3.4 Level of Service Standard
The potable water level of service standards adopted by the utilities are concurrent with
the 2022 LWCWSP. Each standard is based on the utility's current potable water
demands and future potable water demands which allows the utility to evaluate current
11
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
and future infrastructure capacities to meet potable water demand through the 10-year
planning horizon considered in this Work Plan. The potable water level of service
(LOS) standard for each utility is provided below. All potable water LOS are consistent
with the 2022 LWCSP. CCWSD maintains the accuracy of their LOS by evaluating
population and flow data over a 10-year period.
• CCWSD: 130 gallons per day per capita (gpdpc)
• IWSD: 89 gpdpc
• AMUC: 89 gpdpc
• Port of the Islands CID: 106 gpdpc
The wastewater LOS per the utilities is provided below. CCWSD maintains the
accuracy of their LOS by evaluating population and flow data over a 10-year period.
• CCWSD: 90 gpdpc
• IWSD: 73 gpdpc
• AMUC: 80 gpdpc
• Port of the Islands: 100 gpdpc
3.5 Population and Potable Water Demand Projections
Potable water demand projections for the utility providers included in this Work Plan
were determined by multiplying the population by the potable water level of service
standard and utility -specific peak factors, provided in SFWMD public water supply
water use permits. The projections are provided below in Table 3 — Potable Water
Demand Projections.
Table 3 — Potable Water Demand Proiections
Utility Provider
gpdpc
2023
2028
2033
Population
Demand
(MGD)
Population
Demand
(MGD)
Population
Demand
(MGD)
Population in CCSWD
130
236,636
30.76
250,782
32.60
262,483
34.12
Population in IWSD
89
25,086
2.23
25,641
2.28
26,101
2.32
Population in AMUC
89
9,952
0.89
16,577
1.48
24,552
2.19
Population in Port of
the Islands CID
106
1,130
0.12
1,300
0.14
1,550
0.16
Total
272,804
34.00
294,300
36.50
314,686
38.79
gpdpc = Gallons per day per capita
MGD = Million Gallons per Day
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
3.6 Raw Water Supply Facilities and Facility Capacity Analysis for Projected
Water Demands
The facility raw water supply and capacity analysis for projected water demands were
determined based on data collected from the 2022 LWCWSP, the 2023 Collier County
AUIR, SFWMD public water supply permits and FDEP public supply operating
capacities.
3.6.1 Collier County Water -Sewer District (CCWSD)
CCWSD maintains two (2) SFWMD public supply water use permits (11-
00249-W and 11-00419-W) which expire in December 2037 and February
2027, respectively. CCWSD is currently working to update these permits.
CCWSD operates four (4) wellfields that withdraw raw water from the Lower
Tamiami aquifer (LTA), the Mid -Hawthorn aquifer (MHA), and the Lower
Hawthorn aquifer (LHA, i.e., uppermost portion of the Upper Floridan aquifer
(UFA)) for maximum annual allocations of 19.527 million gallons (MG) (11-
00249-W) and 775.95 MG (11-00419-W). The SFWMD allocations included
in the analysis consider the current permitted allocations and proposed increases
to account for planned service area expansions and increase in demand.
Included in this analysis is the Northeast County Regional Water Treatment
Plant which proposes an increase of 10 million gallons per day (MGD) of
additional treatment capacity for the CCWSD service area by fiscal year 2033.
Based on the results of this analysis, sufficient water supply through the 10-
year planning period exists and/or is planned to meet population projections.
CCWSD plans to renew existing water use permits to maintain permitted raw
water supply to meet potable water demands. Summary tables are provided on
the next page for the water treatment plant (WTP) wellfields and raw water
supply and analysis for the utility service area are provided in Table 4.1 —
CCWSD Raw Water Supply Wellfields and Storage and Table 4.2 - CCWSD
Facility Capacity Analysis for Projected Finished Water Demands. The existing
and proposed CCWSD wellfields are depicted in Figure 2A - Existing and
Proposed CCWSD Production Wellfields.
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Table 4.1 - CCWSD Raw Water Supply Wellfields and Storage
Detail
Aquifer Source
Lower Tamiami
Mid -Hawthorn
Lower
Hawthorn
SFWMD Allocation (MGD)
28.63
1.33
19.52
Water Quality
Fresh
Brackish
Brackish
Total Permitted Wells
64
46
42
Potable Water Storage Tank Capacity (MG)
38.75
Wellfields permitted under SFWMD WUP No(s). 11-00249-W and 11-00419-W (North and South Reverse Osmosis, NESA, and Golden
Gate).
Table 4.2 - CCWSD Facility Capacity Analysis for Projected Finished Water Demands
Permanent Resident Population Projections
2023
2028
2033
236,636
250,782
262,483
Finished Water Demand per Capita (GPD)
130
130
130
Finished Water Avg. Daily Demand (MGD)'
30.76
32.60
34.12
Available Facility Capacity (MGD)'
50.00
50.00
60.00
Facility Capacity Surplus (MGD)
19.24
17.40
25.88
Raw Water SFWMD Allocation (MGD)*
55.63
55.63
65.633
Raw Water Avg. Daily Demand (MGD)**
35.38
37.49
39.24
Raw Water Permitted Surplus (MGD)
20.25
18.14
24.39
GPD = Gallons per Day
MGD = Million Gallons per Day
Water supply demand determined by multiplying population by level of service standard.
2 Value based on FDEP PWS ID No. 5114069 design capacity and subtracting 2 MGD which equates to potentially lost capacity during
maintenance of a system
during peak demand (52 MGD - 2 MGD = 50.00 MGD).
s Increased Raw Water SFWMD Allocations were determined based on the ongoing expansion of treatment capacity related to the Northeast
Expansion Area.
* Permitted allocations for raw water under SFWMD WUP No(s). 11-00249-W and 11-00419-W.
** Raw water demands were determined using utility -specific raw -to -finished water ratio of 1.15, provided in the 2022 LWCWSP.
Bulk sales available to Bonita Springs Utility (BSU), completed via emergency connect (minimal, approximately 74 GPD).
3.6.2 Immokalee Water -Sewer District (IWSD)
IWSD maintains SFWMD public supply water use permit No. 11-00013-W
which expires in May 2031. IWSD operates three wellfields which withdraw
raw water from the LTA and is permitted for one (1) wellfield proposed for the
UFA for a maximum annual allocation of 1,515 MG. Previously, IWSD
proposed the use of the UFA wellfield, but is exploring alternative water supply
for the proposed wellfield. The SFWMD allocations included in the analysis
consider the current permitted allocations.
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Based on the results of this analysis, sufficient water supply exists through the
10-year planning period to meet population projections; it is assumed IWSD
will renew the existing water use permit and/or modify to meet projected
demands prior to the expiration of the existing public water supply permit.
Summary tables for the WTP wellfields and raw water supply and analysis for
the utility service area are provided in Table 5.1 — IWSD Raw Water Supply
Wellfields and Storage and Table 5.2 - IWSD Facility Capacity Analysis for
Projected Finished Water Demands. The existing and proposed IWSD wellfield
areas are depicted in Figure 2B - Existing and Proposed ISWD and AMUC
Production Wellfields.
Table 5.1 - IWSD Raw Water SnDDIV Wellfields and Storage
Detail
Aquifer Source
Lower Tamiami
Upper Floridan
SFWMD Allocation (MGD)
3.45
Proposed
Water Quality
Fresh
Brackish
Total Permitted Wells
19
4
Potable Water Storage Tank Capacity (MG)
3.75
Wellfields permitted under SFWMD WIT No. 11-00013-W (Carson Road, J.V. Warden, Airport, and Upper Floridan).
Table 5.2 - IWSD Facility Capacity Analysis for Projected Finished Water Demands
Permanent Resident Population Projections
2023
2028
2033
25,086
25,641
26,101
Finished Water Demand per Capita (GPD)
89.00
89.00
89.00
Finished Water Avg. Daily Demand (MGD)
2.23
2.28
2.32
Available Facility Capacity (MGD)'
5.64
5.64
5.64
Facility Capacity Surplus (MGD)
3.41
3.36
3.32
Raw Water SFWMD Allocation (MGD)'
4.15
4.15
4.15
Raw Water Avg. Daily Demand (MGD)3
2.25
2.30
2.35
Raw Water Permitted Surplus (MGD)
1.90
1.85
1.80
GPD = Gallons per Day
MGD = Million Gallons per Day
'Value based on FDEP PWS ID 5110142 design capacity.
: Permitted allocations for raw water under SFWMD WUP No. 11-00013-W.
a Raw water demands were determined using utility -specific raw -to -finished water ratio of 1.01, provided in the 2022 LWCWSP.
15
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
3.6.3 Ave Maria Utility Company (AMUC)AMUC maintains SFWMD public
supply water use permit No. 11-02298-W which expires in March 2026. AMUC
operates one wellfield which withdraws raw water from the LTA with two (2)
proposed Sandstone aquifer (SSA) production wells for a maximum annual
allocation of 404.12 million gallons (MG). The SFWMD allocations included
in the analysis consider the current permitted allocations.
Based on the results of this analysis, sufficient water supply currently exists,
but as indicated by the raw water permitted deficit, modifications to the existing
water use permit to increase allocations will be required to meet estimated
demands through the 10-year planning period.
AMUC proposes a WTP expansion to include an additional 2.76 MGD capacity
by 2031; therefore, proactive measures are being taken to address the projected
deficits. In addition, the peak factor included in the finished water demand
provides a conservative estimate for demands which are likely to be below what
is projected in the analysis; therefore, removing the peak factor for the
projection demonstrates that AMUC is within required treatment capacity to
meet the projected population growth for 2028 with a permitted raw water
surplus of 0.01 MGD. Summary tables for the WTP wellfields and raw water
supply and analysis for the utility service area are provided on the next page in
Table 6.1 — AMUC Raw Water Supply Wellfield and Storage and Table 6.2 -
AMUC Facility Capacity Analysis for Projected Finished Water Demands. The
existing and proposed AMUC wellfield is depicted in Figure 213 - Existing and
Proposed IWSD and AMUC Production Wellfields.
(section intentionally left blank)
16
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Table 6.1 - AMUC Raw Water Supply Wellfield and Storage
Detail
Aquifer Source
Lower
Tamiami
Sandstone
SFWMD Allocation (MGD)
1.11
Proposed
Water Quality
Fresh
Fresh
Total Permitted Wells
3
2
Potable Water Storage Tank Capacity (MG)
1.5
Note: Wellfield permitted under SFWMD WUP No. 11-02298-W.
Table 6.2 - AMUC Facility Capacity Analysis for Projected Finished Water Demands
Permanent Resident Population Projections
2023
2028
2033
9,952
16,577
24,552
Finished Water Demand per Capita (GPD)
89.00
89.00
89.00
Finished Water Avg. Daily Demand (MGD)
0.89
1.48
2.19
Available Facility Capacity (MGD)'
1.67
2.5
4.63
Facility Capacity Surplus (MGD)
0.78
1.02
2.44
Raw Water SFWMD Allocation (MGD)'
1.11
1.11
1.11
Raw Water Avg. Daily Demand (MGD)'
1.12
1.87
2.78
Raw Water Permitted Surplus (MGD)
-0.01
-0.76
-1.67
GPD = Gallons per Day
MGD = Million Gallons per Day
'Value based on FDEP PWS ID 5114154 available facility capacity.
z Permitted allocations for raw water under SFWMD WUP No. 11-02298-W.
a Raw water demands were determined using utility -specific raw -to -finished water ratio of 1.27, provided in the 2022 LWCWSP.
(section intentionally left blank)
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
3.6.4 Port of the Islands Capital Improvement District (CID)
Port of the Islands CID maintains a SFWMD water use permit with combined
allocations to serve both public water supply and irrigation demands under
water use permit No. 11-00372-W which expires in September 2029, for a
maximum annual allocation of 200 MG. This permit includes a series of surface
water pumps that withdraw from FKA Canal for standby fire protection
demands, in addition to a public water supply wellfield consisting of three (3)
Surficial Aquifer System (SAS) wells. The SFWMD allocations included in the
analysis consider the current permitted allocations associated with the public
water supply only (98.66 MG) and exclude allocations dedicated to irrigation
demands.
Based on the results of this analysis, sufficient water supply currently exists,
but renewal of the water use permit will be necessary to meet estimated
demands through the 10-year planning period. Summary tables for the WTP
wellfields and raw water supply and analysis for the utility service area are
provided in Table 7.1 — Port of the Islands CID Raw Water Supply Wellfield
and Storage and Table 7.2 — Port of the Islands CID Facility Capacity Analysis
for Projected Finished Water Demands. The existing and proposed Port of the
Islands CID wellfield is depicted in Figure 2C - Existing Port of the Islands CID
Production Wellfield.
Table 7.1 - Port of the Islands CID Raw Water Supply Wellfield and Storage
Detail
Aquifer Source
Lower Tamiami
SFWMD Allocation (MGD)
0.27
Water Quality
Fresh
Total Permitted Wells
3
Potable Water Storage Tank Capacity (MG)
0.14
Note: Wellfield permitted under SFWMD WUP No. 11-00372-W.
(section intentionally left blank)
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Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Table 7.2 - Port of the Islands CID Facility Capacity Analysis for Projected Finished
Water Demands
Permanent Resident Population Projections
2023
2028
2033
1,130
1,300
1,550
Finished Water Demand per Capita (GPD)
106
106
106
Finished Water Avg. Daily Demand (MGD)
0.12
0.14
0.16
Available Facility Capacity (MGD)'
0.44
0.44
0.44
Facility Capacity Surplus (MGD)
0.32
0.30
0.27
Raw Water SFWMD Allocation (MGD)'
0.27
0.27
0.27
Raw Water Avg. Daily Demand (MGD)'
0.16
0.18
1 0.22
Raw Water Permitted Surplus (MGD)
0.11
0.09
1 0.05
GPD = Gallons per Day
MGD = Million Gallons per Day
'Value based on FDEP PWS ID 5110230 design capacity.
'Permitted allocations for raw water under SFWMD WUP No. 11-00372-W.
3 Raw water demands were determined using utility -specific raw -to -finished water ratio of 1.33, provided in the 2022 LWCWSP.
3.7 Populations Served by Domestic Self -Supply (DSS)
The 2022 SFWMD LWCWSP Update defines DSS as potable water used by
households served by small utilities (less than 0.10 MGD) and by private wells
and estimates DSS as all permanent residents outside the utility service areas
included in the total population for Collier County. Furthermore, SFWMD
assumes that the DSS demand is sourced from fresh surficial aquifer systems.
Based on the data provided, 72,817 permanent residents are served by DSS in
2020 and 88,512 permanent residents are estimated for 2035 demonstrating an
increase in anticipated DSS in Collier County and demands of 12.09 to 14.69
MGD from 2020 to 2035. For the 10-year planning period considered in this
Work Plan, the DSS estimate provided in the 2022 SFWMD LWCWSP Update
has been included in the overall analysis.
Demands associated with DSS will be influenced by expansions in service areas
to portions of Collier County not currently served by utility providers; inclusive
of the providers included in this plan and those serving other local governments
within Collier County and the LWC planning area.
19
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
3.7.1 Populations Served by FDEP Potable Water Systems (PWS)
A review of the FDEP database for current potable water facilities (last updated
2022) was completed to determine populations served outside of CCWSD,
IWSD, AMUC, and Port of the Islands CID service areas. Based on the PWS
database, a total population of 9,991 is served by FDEP PWS with design
capacities of less than 0.10 MGD. The FDEP regulated PWS are provided
below in Table 8 — Populations Served by FDEP Potable Water Systems (PWS),
2022.
Table 8 — Pobulation Served by FDEP Potable Water Svstems (PWS), 2022
PWS ID
Provider Name
city
Population
Served
5110058
COLLIER COUNTY UTILITY COMPANY (LEE CYPRESS CO-OP)
COPELAND
250
5110061
CORKSCREW SWAMP SANCTUARY
NAPLES
50
5110087
BIG CYPRESS PARK HEADQUARTERS
OCHOPEE
100
5110121
HAKAN SERVICES, INC.
NAPLES
700
5110288
TRAIL LAKES CAMPGROUND
OCHOPEE
240
5114074
CENTER POINT COMMUNITY CHURCH
NAPLES
600
5114077
TEMPLE BETHEL
NAPLES
40
5114083
FCA US LLC
NAPLES
40
5114098
7 ELEVEN - GOLDEN GATE
NAPLES
500
5114108
OASIS RANGER STATION
OCHOPEE
25
5114111
RANDALL CENTER
NAPLES
50
5114113
SWFREC
IMMOKALEE
99
5114119
VALERO GAS STATION
IMMOKALEE
25
5114126
UNITY FAITH MISSIONARY BAPTIST
NAPLES
25
5114129
I-75 SOUTH REST STOP
NAPLES
999
5114130
GOLDEN GATE LIBRARY
NAPLES
175
5114131
BONITA BAY EAST GOLF CLUB - MAINTENANCE
NAPLES
210
5114132
BONITA BAY EAST GOLF CLUB - CLUBHOUSE
NAPLES
210
5114135
MONUMENT LAKE CAMPGROUND
OCHOPEE
40
5114136
BONITA BAY EAST GOLF CLUB REST SHELTER 1
NAPLES
200
5114137
BONITA BAY GOLF CLUB REST SHELTER 2
NAPLES
200
5114139
HIDEOUT GOLF CLUB SYSTEM
NAPLES
100
5114139
HIDEOUT GOLF CLUB SYSTEM
NAPLES
100
5114139
HIDEOUT GOLF CLUB SYSTEM
NAPLES
100
5114140
TREES CAMP WTP
NAPLES
50
5114141
GOLDEN GATE ASSEMBLY OF GOD
NAPLES
200
5114163
CENTER POINT COMMUNITY CHURCH YOUTH SANC
NAPLES
166
20
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Table 8 — Population Served by FDEP Potable Water Svstems (PWS). 2022 (continued)
PWS ID
Provider Name
city
Population
Served
5114164
PEACE LUTHERAN CHURCH OF NAPLES
NAPLES
100
5114165
PEPPER RANCH
IMMOKALEE
25
5114166
1-75 REST AREA MM 63 NORTHSIDE
NAPLES
25
5114169
EVERGLADES SQUARE
NAPLES
61
5114170
BIG BEAR PLAZA FOOD MART
NAPLES
25
5114147
SABAL PALM ELEMENTARY
NAPLES
1530
5114149
LA HISPANA #2
NAPLES
38
5114151
LA FITNESS
NAPLES
500
5114152
ESTATES ELEMENTARY SCHOOL
NAPLES
673
5114153
MIDWAY CAMPGROUND
OCHOPEE
307
5114158
PALMETTO J ELEMENTARY SCHOOL
NAPLES
583
5114159
WILSON BLVD. RETAIL CENTER
NAPLES
50
5114160
NAPLES THERAPEUTIC RIDING CENTER
NAPLES
30
5114161
NAPLES CHURCH
NAPLES
500
5114162
GOLDEN GATE WALGREENS (STORE #10742)
NAPLES
50
3.8 Agricultural, Landscape/Recreational, and Commercial/Industrial Water
Demands
A summary of the estimated demands for agricultural, landscape/recreational, and
commercial/industrial demands based on the data provided in the 2022 SFWMD
LWCWSP Update, is provided in Table 9 - Agricultural, Landscape/Recreational, and
Commercial/Industrial Water Demand Projections.
Table 9 - Agricultural, Landscape/Recreational, and Commercial/Industrial
Water Demand Proiections
Use Category
Demand Projections MGD
2020
2025
2030
2035
Agricultural
133.13
131.33
130.57
128.66
Commercial/Industrial/Institutional
7.52
8.19
8.76
9.29
Landscape
44.34
52
58.29
64.06
Golf
40.46
40.46
40.46
40.46
Total
225.45
231.98
238.08
242.47
Demand associated with agricultural, landscape/recreational, and
commercial/industrial is anticipated to remain consistent with projections provided in
21
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
the 2022 LWCWSP. Potential decreases in use for these categories could result in the
expansion of services areas into former agricultural areas, which may include
development of residential/commercial areas. Generally, raw water demands for
landscape/recreation and commercial/industrial uses are less per acre than agricultural
demands which could result in a net decrease in raw water demands.
3.9 Power Generation Supply Demands
No existing and/or proposed use of power generation was identified for the utility
providers included in this Work Plan.
3.10 Water Supply Provided by Other Entities
The City of Naples, the City of Marco Island, and Everglades City provide water utility
services within Collier County. These utilities are associated with local City
government and are subject to Chapter 163, F.A.C. Therefore, these local governments
are responsible for completing an independent Work Plan which incorporates the 2022
SFWMD LWCWSP Update.
3.11 Potential Future Water Suppliers
No future water suppliers within Collier County are anticipated during the planning
period. The Big Cypress Stewardship District has entered into agreements for potable
water, sanitary sewer, and IQ water services with the CCWSD for all County -approved
projects. While such agreements are anticipated should future developments be
proposed, the Big Cypress Stewardship District retains the right and authority to
establish its own infrastructure.
3.12 Conservation and Reuse Efforts
3.12.1 Conservation
The utility providers covered in this Work Plan actively promote the
conservation of water resources through ordinances and public outreach. The
22
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
following ordinances and guidelines provide conservation efforts within the
CCWSD, IWSD, AMUC, and Port of the Islands CID service areas:
Coup
• Adoption of the SFWMD's Mandatory Year -Round Landscape
Irrigation Conservation Measures Rule, pursuant to Chapter 40E-24,
F.A.C.
• Adoption of the use of low flow plumbing fixtures pursuant to section
604.4 of the Florida Building Code, Plumbing, 7th Edition (2020).
• Land Development Code (4.06.00) for Landscaping, Buffering, and
Vegetation Retention promoting the use of native and drought -tolerant
vegetation through Florida -friendly landscaping.
• Collier County Ordinance 91-103 — Groundwater Protection Zone,
updated by Ordinance 12-38.
• Collier County Code of Ordinance, Chapter 54 — Environment, Article
XII — Water Conservation for Landscape Irrigation.
• Collier County Code of Ordinance, Chapter 90 — Water Resource
Management, Article II, Division 4, Water Shortage Plan.
• Collier County Code of Ordinance, Chapter 134, Article II, Collier
County Water -Sewer District IQ Water Ordinance.
• Collier County Code of Ordinance, Chapter 134, Article III, Utilities
Standards and Procedures.
• Creation and maintenance of ConserveWaterLoveCollier.com, which is
an internet resource maintained by Collier County to provide educational
information and tools for the public to conserve water.
Collier County's stewardship of water resource conservation via ordinances has
been successful and has resulted in a total of 1,213 code enforcement actions
from 2018 to 2023, related to water conservation and irrigation code
investigations.
23
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
(ln tra a rh
In addition, the utility providers promote public outreach for the education of
end -users to employ conservation efforts at the user -level. Water conservation
outreach includes, but is not limited to the following initiatives:
• Distribution of educational pamphlets, school visits, and/or information
booths for employees and customers. Information signs, press releases,
and messages about water conservation on the bills.
• Landscape irrigation guidelines for allowed days and times as established
in the local government's year-round landscape irrigation ordinance.
• Encourage the use of irrigation timers to ensure settings are correct and
rain sensors work properly.
• Finding and fixing water leaks conserves water, saves money and
protects your home from damage.
• Avoid washing or cleaning streets, sidewalks, driveways, or other
impervious areas with water.
• When utilizing water indoors, reduce shower durations, minimize loads
of laundry, and only run dishwashers when full.
• Instructions for optimal irrigation hours and system design to prevent the
use of excess irrigation water (i.e., use of drought -tolerant trees and
plants, prevent watering of impervious areas, etc.);
• Proper maintenance and operation of irrigation system components to
prevent unnecessary use and/or losses; and
• Interior conservation recommendations for domestic water use (i.e.,
shower durations, laundry, etc.), replacement of leaking pipes/fittings
and/or appliances.
Public Water SMply Water Use Permits
o Low Flow Fixtures: Ultra -low volume plumbing fixtures will be
installed in all new homes and businesses.
o Rate Structures: Customer billing will be based on the use of water
conservation -based rate structures. The rate structure will incorporate at
24
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
least one or more of the following: increasing block rates, seasonal rates,
quantity -based surcharges, and/or time of day pricing.
o Leak Detection: The utility will implement leak detection programs in
the event water losses exceed 10 percent. Reports of water leaks will be
directed to personnel during working hours. Site tours and routine
maintenance personnel trips along water supply and distribution lines
will also be conducted. On a monthly basis, metered usage will be
compared to the master potable supply meter reading.
o Public Education: The utility will implement public education
programs, including, but not limited to, distribution of literature to
households describing water conservation practices.
o Irrigation: The utility will provide irrigation water via a separate
distribution system strictly dedicated to that purpose, or individual
developments will be responsible for providing irrigation water separate
from the potable supply system. The utility will convert treatment plant
effluent to reclaimed water, which will be used for irrigation to the
greatest extent feasible. All irrigation systems will adhere to the water
conservation measures described in Section 2.6.1 of the SFWMD Basis
of Review for Water Use Permit Applications.
o Plan Review: The Water Conservation Plan will be reviewed by
management on an annual basis and will have changes incorporated in
the plan at that time.
Conservation Projects
o CCWSD is in the process of installing water mains within Golden Gate
City to convert existing domestic self -supply users to CCWSD's Golden
Gate Wellfield water supply which utilizes a brackish blend. The
conversion of these existing domestic self -supply users to the CCWSD
water supply will ultimately reduce demands from the SAS and replace
demand with an alternative water source. This conservation project is
anticipated to save 170 MGY.
25
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
o CCWSD is in the process of installing water quality monitoring panels
on water lines to reduce unnecessary flushing of lines and ultimately
improve system efficiency.
3.12.2 Reuse Efforts
CCWSD maintains two Water Reclamation Facilities (WRF): the North County
WRF (NCWRF) and the South County WRF (SCWRF). In addition, CCWSD
plans for the construction of the Northeast Service Area WRF (NESAWRF)
which is planned to provide IQ water. These facilities either dispose of treated
effluent via underground injection (UIC) and/or the treatment of wastewater to
IQ water to be distributed to end -users primarily consisting of golf courses,
residential communities, environmental mitigation areas, and County -owned
lands to offset the irrigation demands. Furthermore, Collier County has adopted
the Collier County Water -Sewer District IQ Water Ordinance (Ordinance No.
2013-48) which establishes rules for the use of IQ water over higher quality
water sources. The distribution system maintains approximately 130 miles of
distribution lines, 7 storage tanks, 29 storage ponds, and 6 pumping stations for
distribution. The reuse system is interconnected allowing distribution to north
and south regions within CCWSD and is supplemented by withdrawals from
the LTA and water table aquifer (WTA) under SFWMD water use permit
number 11-00052-W (which CCWSD is actively working to update), via the
Pelican Bay and Mule Pen Wellfields (9.23 MGD). In addition to the NCWRF
and SCWRF, CCWSD plans upgrades of the existing Golden Gate Wastewater
Treatment Plant (GGWWTP) and construction of the NESAWRF to increase
treatment capacity and reuse distribution for the proposed service area.
IWSD is in the planning phase for expansion and improvements of the current
WTF. A component of the improvements will include reclaimed water
infrastructure to provide IQ water to end -users within the service area. The
intent to develop reclaimed water infrastructure will assist in reducing demands
for IQ water currently being served by groundwater withdrawals. Currently, a
26
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
reclaimed water distribution system does not exist in the IWSD service area.
However, the IWSD has received state appropriations for advanced wastewater
treatment plant improvements, which are scheduled to be completed by the end
of 2029. Additionally, the IWSD anticipates beginning installation of reclaimed
water mains within the service area to serve new developments as they occur
during the 10-year planning horizon.
AMUC currently maintains a reclaimed water distribution system which
provides commercial and residential end -users IQ water within the Ave Maria
community. The reclaimed water system is designed to store treated IQ water
in irrigation lakes throughout the community which are withdrawn from to
supply IQ water to the end -users. AMUC has proposed an expansion of the
existing WWTF which will provide an additional 1.25 MGD of treatment
capacity and increased capacity to provide IQ water. The reclaimed water
system has been a key element of infrastructure since the construction of the
community and is planned to expand alongside the community. The use of
reclaimed water assists in decreasing demand from the LTA and proposed use
of the SSA.
Port of the Islands CID currently maintains a WTF which provides reuse water
for IQ water and industrial quality water, used for standby fire protection which
ultimately reduces demand from FKA Canal and LTA wellfield. The WTF
permit authorizes the use of groundwater to supplement treated effluent which
is then stored in one (1) storage tank and/or surface water pond prior to
distribution for irrigation and/or fire system.
(section intentionally left blank)
27
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
A summary table is provided below in Table 10 — Water Treatment Facilities
and Reclaimed Water Distribution for WTFs for utility providers included in
this Work Plan. Existing and proposed wastewater service areas are provided
in Figure 3 and existing reclaimed water lines and WTFs are shown in
Figure 4.
Table 10 - Water Treatment Facilities and Reclaimed Water Distribution
Permitted Facility
Water Treatment Facility
Treatment Capacity
Disposal
Reuse
Reuse Percentage
MGD
North County Regional
Underground Injection
WTP
24.10
Control /Reuse
I,
80 to 90%
FL0141399
South County Regional
Underground Injection
WTP
16.00
Control /Reuse
I,
80 to 90%
FL0141356
Orange Tree WWTP'
0.75
Percolation Pond
N
--
(FLA014165)
Golden Gate
1.50
Underground Injection
N
(FLA142140)
Control
IWSD
4.00
Underground Injection
N
Potential Future Use
(FLA014132)
Control
AMUC
0.90
Reuse
Y
100%
(FLA376400)
Port of the Islands CID
0.20
Reuse
Y
100%
(FLA 141704)
' Now proposed to be the NESAWRF.
(section intentionally left blank)
28
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
4.0 REGIONAL WATER SUPPLY ISSUES
Regional water supply issues identified in this Work Plan that may impact county and
municipal water supply planning include the following in conjunction with the 2022
LWCWSP, which the County is actively working to address:
• Existing use of fresh water sources (Surficial and Intermediate Aquifer Systems) is
widespread throughout the LWC planning area due to favorable construction costs,
shallow depths, aquifer yields, and fresh water quality. These aquifers can be sensitive
due to the potential for impacts to wetlands and existing legal water uses, saltwater
intrusion, and the potential to reach aquifer -specific maximum developable limits
(MDLs). The SFWMD oversees the permitting for these and all water resources within
the LWC Planning Area and will only consider new or increased allocations on an
application -by -application basis to determine if a project meets water use permitting
criteria; therefore, the demand for fresh water resources will encounter competing
factors between users.
• Withdrawals from the Floridan aquifer system are expected to increase to meet future
demands.
• Climate change and sea level rise could impact the availability of freshwater resources
in the LWC Planning Area.
• Water supply planning intergovernmental coordination between utility service
providers within Collier County.
(section intentionally left blank)
29
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
5.0 ALTERNATIVE WATER SUPPLY
The utility providers included in this Work Plan primarily use the Surficial and Floridan
Aquifer Systems due to the fresh groundwater quality and generally sufficient yield to provide
the current demands but given the possible increased demand for population growth considered
in this Work Plan, alternative water supplies must be evaluated for future planning
considerations. Suitable alternative water supplies must be considered based on yield,
recharge, current demand, and water/groundwater quality suitable for future development and
sustainability as an alternative source. Traditionally, the Surficial aquifer has been utilized for
current and historical demands due to the fresh groundwater quality, sufficient yield, and the
financial advantage of a shallow aquifer requiring less treatment than surface water and/or
deeper saline groundwater. For consideration by utility providers and consistent with the 2022
SFWMD LWCWSP Update, potential alternative water supplies include the following:
Expanded Use of the Surficial Aquifer System (SAS):
A significant demand in the Collier County portion of the LWC Planning Area is agricultural
and unincorporated areas which utilize the SAS for domestic and potable water supply, crop
production and irrigation. Some utility providers have supplemented demands using brackish
water supply, but the majority of the groundwater withdrawals remain shallow fresh water
sources. Expansion of development into current agricultural lands would relieve current
allocations held by the existing agricultural users to be available for other uses such as potable
water use. Although this would require rezoning and planning strategies, the groundwater use
required for potable water systems is generally less per acre than existing agricultural use;
therefore, the SAS remains a viable groundwater resource for future expansions into
agricultural and unincorporated areas of Collier County.
Expansion of Reclaimed Water Distribution System (RWDS):
Expansion of RWDS can supplement current irrigation demands within utility service areas
and reduce the net withdrawals from the SAS associated with irrigation demands. Currently,
utility providers have proposed expansions and/or construction of reclaimed water
infrastructure, but the use of reclaimed water should remain a priority beyond the 10-year
planning horizon to supplement demands for irrigation and/or industrial water demands. The
30
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
expansion of RWDS requires significant infrastructure planning and development but can
assist with providing an alternative IQ and industrial source to offset current and future
demands from the aquifer systems.
Aquifer Storage and Recovery SystemASR):
The benefits to an ASR include long-term storage of treated effluent and/or irrigation -quality
water that can be used as a source for IQ water in times of drought and/or high demand.
Additionally, ASR can improve (i.e., decrease salinity) lower quality groundwater depending
on the chosen aquifer. The implementation of an ASR can require significant hydrogeological
investigations and planning to assess whether suitable aquifer characteristics are present (i.e.,
confinement, groundwater quality, etc.); therefore, this alternative water supply source is
subject to subsurface conditions.
Upper Floridan Aquifer System UFAS):
The UFAS is known to contain higher salinity groundwater and require additional
blending/treatment to provide irrigation and/or potable quality water than shallower aquifers
comprising the SAS. Although the saline water presents treatment challenges, it can provide
significant yield and current use of the UFAS is minimal in comparison to the SAS; therefore,
less competing factors to consider for allocations.
(section intentionally left blank)
31
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
6.0 CAPITAL IMPROVEMENT PROJECTS
The proposed Capital Improvements include both publicly and privately funded water supply
projects necessary to achieve and maintain the level of service standards throughout the 10-
year planning horizon considered in this Work Plan and consistent with the capital
improvements presented in the 2022 LWCWSP, the 2023 Collier County AUIR, and the Port
of the Islands CID Capital Improvement Plan, updated August 2022. The Capital Improvement
schedules for the utility providers are provided in Appendix H. A summary of the 2022
LWCWSP capital improvement projects and capital improvement projects update for utility
providers included in this Work Plan are provided below in Table 11— 2022 LWCWSP Capital
Improvement Projects and Table 12 — Capital Improvement Projects Update.
Table 11 - 2022 LWCWSP Canital Imnrovement Proiects
Utility
Projected
Completion
Project Name/Description
Project
Capacity
(MGD)
Capital Costs
($M)
Potable - SAS
CCWSD
2032
Northeast Interim WTP (three phases) and NE
Lower Tamiami Aquifer Wellfield
2.88
$28.80
CCWSD
2037
New Northeast 3.0 MGD WTP Using Ion
Exchan e Phase I
3
$24.20
Potable - IAS
AMUC
2023
Sandstone Aquifer Wellfield Expansion (2
wells
0
$3.70
Potable - FAS
AMUC
2031
2.76 MGD RO WTP Expansion
2.76
$5.00
IWSD
2032
New 2.5 MGD RO WTP
2.5
$12.00
CCWSD
2037
New 2.0 MGD Northeast WTP — Phase 1
2
$24.20
Nonpotable - Reclaimed Water
AMUC
2030
Phase 2 — 1.25 MGD WWTF Expansion
1.25
$6.50
CCWSD
2030
Northeast New 1.50 MGD WWTF
0.75
$65.00
CCWSD
2023
Foxfire Reclaimed Water Supplemental Wells
1
$1.00
CCWSD
2030
South County WWTF Supplemental Wells
1
$3.00
CCWSD
2030
Golden Gate 2.5 MGD WWTF Expansion
2.5
$86.00
IWSD
2027
3.0 MGD Reclaimed Water Production Facility
and Water Main Extension
3
$3.40
32
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
Table 12 - Capital Improvement Projects Update
Utility
Projected
Completion
Project Name/Description
Project
Capacity
(MGD)
Capital Costs
($M)
Potable - Surface Water
Port of the
Islands CID
To Be
Determined
Water Line replacement Phase 1
1
$1.00
Port of the
Islands CID
To Be
Determined
Water Line replacement Phase 2
0.4
$1.00
Port of the
Islands CID
To Be
Determined
Dual -Purpose Potable Water/Fire Storage
Tank
0.12
$1.00
Potable - SAS
CCWSD
2030
Northeast Regional Water Treatment Plant
Phase I - Nano
6
$105.60
CCWSD
2026
Northeast LT Wellfield
5
$22.50
CCWSD
2041
Tamiami Wellfield New Wells
0
$14.90
CCWSD
Substantially
Complete
SCRWTP Reactor #4
0
$4.83
Potable - IAS
AMUC
2029
Expansion of RO Treatment Plant
2.13
$8.50
AMUC
In Progress,
2024
Sandstone Aquifer Wellfield Expansion (2
wells
0.83
$6.90
Potable - FAS
CCWSD
2030 Northeast Regional Water Treatment Plant
Phase I - LPRO
4
$70.40
IWSD
2032 2.5 MGD RO WTP
2.5
$12.00
Nonpotable - Reclaimed Water
CCWSD
2027
SCWRF/FOXFIRE IQ supplement
2
$3.00
CCWSD
2030
Northeast Regional Water Reclamation
Facility
4
$144.00
CCWSD
2024
NE Utility Facilities - Interim 1.5 MGD WRF
1.5
$87.00
CCWSD
2027
Golden Gate City 3.5 MGD WWTP
Expansion
3.5
$165.00
AMUC
2024
Phase 2 - 0.9 MGD WWTF Expansion
0.9
$20.00
AMUC
2030
Phase 3 - 1.2 MGD WWTF Expansion
1.2
$29.50
IWSD
2029
4.0 MGD Reclaimed/Reuse Water Treatment
4
$5.00
(section intentionally left blank)
33
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
7.0 GOALS, OBJECTIVES, POLICIES
An assessment of existing Goals, Objectives, and Policies (GOPs) in the Collier County
comprehensive plan was performed in preparation of this Work Plan to determine those that
address water supply sources and facilities, as well as conservation and reuse programs. The
following comprehensive plan GOPs are consistent except for two recommended changes to
bring the Capital Improvement Element Policy 1.5: The standards for levels of service of public
facilities, and Public Facilities Element, Potable Water Sub -Element Policy 1.7 into
consistency among the 2022 LWCWSP and this Work Plan, where indicated below in
strikethrough/underline format:
o Intergovernmental Coordination:
o (II)(IV) GOAL: COLLIER COUNTY WILL MAINTAIN OR ENHANCE
THE LEVEL OF COORDINATION AND COOPERATION AMONG
THE VARIOUS GOVERNMENTS, AUTHORITIES AND AGENCIES
MAKING DECISIONS AFFECTING NATURAL RESOURCES,
HOUSING, HISTORIC AND ARCHAEOLOGICAL RESOURCES,
PUBLIC FACILITIES, AND PUBLIC SERVICES WITHIN AND
AROUND COLLIER COUNTY, TO RESOLVE DIFFERENCES AND
TO ACHIEVE COMPATIBLE AND COORDINATED PLANS.
o (II)(IV) OBJECTIVE 1: Collier County (County) shall continue to establish
and maintain intergovernmental communication and level of service
coordination mechanisms to be used by the County, Everglades City, the
City of Marco Island, the City of Naples, and the City of Bonita Springs,
adjacent Lee County, Hendry County, Broward County, Dade County,
Monroe County, the District School Board of Collier County School Board,
the State of Florida, the Florida Department of Environmental Protection,
Florida Department of Transportation, and South Florida Water
Management District, and any other entity that provides a service but may
not have land use authority.
o (II)(III) Policy 1.4: In situations where other public or private entities are
providing a facility or service within Collier County for roads, water, sewer,
34
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
drainage, parks, public schools, or solid waste, the County will coordinate
its adopted level of service standard(s) within the parameters allowed by the
Concurrency Management System of the Capital Improvement Element as
part of the County's Growth Management Plan.
o (II)(IV) Policy 2.8: The County shall coordinate with the South Florida
Water Management District and other regulatory agencies in implementing
the Growth Management Plan.
o Public Facilities Element, Potable Water Sub -Element:
o (VII)(VI)(IX)(X) Policy 1.7: The County has developed the Ten -Year
Water Supply Facilities Work Plan, dated January 2024,
in accordance with the water supply guidelines of the most current version
of the South Florida Water Management District's Lower West Coast Water
Supply Plan. The County's Ten -Year Water Supply Facilities Work Plan is
incorporated herein by reference.
o Capital Improvement Element:
o (VIII) GOAL: TO PROVIDE ADEQUATE PUBLIC FACILITIES
CONCURRENT WITH NEW DEVELOPMENT IN ORDER TO
ACHIEVE AND MAINTAIN OR EXCEED ADOPTED STANDARDS
FOR LEVELS OF SERVICE.
o (VIII)(IX) OBJECTIVE 1: (PUBLIC FACILITY LEVEL OF SERVICE
STANDARDS) Identify and define types of public facilities, establish
standards for levels of service for each such public facility, and determine
what quantity of additional public facilities is needed in order to achieve
and maintain the standards.
o (VIII) Policy 1.5: The standards for levels of service of public facilities shall
be as follows:
(I)(III)(IV)(VIII)(X)(XV)(XX) D. County Potable Water Systems:
County Water District = 4-50130 gallons per capita per day (gpcd)
(I)(III)(IV)(VIII)(X)(XV)(XX) E. County Sanitary Sewer —
Wastewater Treatment Systems:
35
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
North Wastewater Treatment ent c,,,.. iee Area — 1 nn gallons �vcz--rrc�crrczarv��er-
eapita per- day (gped)
Wastewater Treatment Service Area — 90
gpcd
o (VIII)(X) OBJECTIVE 4: (PROVIDE NEEDED IMPROVEMENTS)
Coordinate County land use planning and decisions with its plans for public
facility capital improvements, as described in Policy 1.1 above, by
providing needed capital improvements for replacement of obsolete or worn
out facilities, eliminating existing deficiencies, and future development and
redevelopment caused by previously issued and new development orders.
o (III)(V)(VII)(VIII)(IX)(XV) Policy 4.6: Public facilities and services
provided by Collier County with public funds in accordance with the
Schedule of Capital Improvements in this Capital Improvement Element
will be limited to Service Areas established within the boundaries
designated on Figure PW-1 "Collier County Water District Boundaries",
and Figure PW-2 "Existing and Future Potable Water Service Areas", in the
Potable Water Sub -Element of the Public Facilities Element, and on Figure
WT-1, "Collier County Sewer District Boundaries", and Figure WT-2,
"Existing and Future Wastewater Treatment Service Areas", in the
Wastewater Treatment Sub -Element of the Public Facilities Element. Road
and Public School improvements will be provided as designated in their
respective Schedule of Capital Improvements appearing in this Capital
Improvement Element. All other public facilities and service types will be
provided on a countywide availability basis.
o (VIII)(X)(XV)(XX) Policy 5.3: The concurrency requirement for the
Potable Water, Wastewater Treatment, Stormwater Management and Solid
Waste Disposal Level of Service Standards of this Growth Management
Plan will be achieved or maintained if any one of the following standards
of the Concurrency Management System is met:
36
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
■ (III) A. The necessary facilities and services are in place at the time
a final site development plan, final plat or building permit is issued;
or
■ (III) B. The necessary facilities and services are under construction
at the time a final site development plan, final plat or building permit
is issued; or
■ (IX)(XV) C. The necessary facilities and services are guaranteed in
an enforceable development agreement that includes the provisions
of paragraphs A and B of this Policy. An enforceable development
agreement may include, but is not limited to, development
agreements pursuant to Sections 163.3220 — 163.3243, Florida
Statutes, or an agreement or development order issued pursuant to
Chapter 380, Florida Statutes. The agreement must guarantee that
the necessary facilities will be in place when the impacts of the
development occur, pursuant to Section 163.3180, Florida Statutes.
• Future Land Use Element:
o GOAL: TO GUIDE LAND USE DECISION -MAKING SO AS TO
ACHIEVE AND MAINTAIN A HIGH QUALITY NATURAL AND
HUMAN ENVIRONMENT WITH A WELL PLANNED MIX OF
COMPATIBLE LAND USES WHICH PROMOTE THE PUBLIC'S
HEALTH, SAFETY AND WELFARE CONSISTENT WITH STATE
PLANNING REQUIREMENTS AND LOCAL DESIRES.
o (XXX)(XLIV) OBJECTIVE 2: Coordinate land uses with the availability
of public facilities, accomplished through the Concurrency Management
System of the Capital Improvement Element and implemented through the
Adequate Public Facilities Ordinance of the Land Development Code.
o (XXX)(XLIV) Policy 2.2: The County shall prepare annually the Annual
Update and Inventory Report (AUIR) on Public Facilities which shall
include a determination of the existing conditions of capital public facilities,
determine the remaining available capacity, forecast future needs in the five
year capital improvement schedule and identify needed improvements and
37
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
funding to maintain the level of service adopted in Policy 1.5 of the Capital
Improvement Element
• Conservation and Coastal Management Element
o (VI)(XI) OBJECTIVE 4.2: Continue to promote conservation of Collier
County's potable water supply and continue to develop, implement and
refine a comprehensive conservation strategy through the Collier County
Water -Sewer District and the Collier County Water and Wastewater
Authority, which identifies specific goals for reducing per capita potable
water consumption.
o Policy 4.2.1: Continue to rely on the South Florida Water Management
District to take appropriate measures to conserve water in emergency
situations.
o (VI) Policy 4.2.2: The County shall negotiate agreements with area golf
courses to accept and use treated wastewater effluent for irrigation when
and where such treated effluent is available from existing and future
wastewater treatment plants.
o Policy 4.2.3: Identify existing and future publicly owned lands suitable for
irrigation with treated wastewater effluent, such as government building
grounds, parks and highway medians, and incorporate these into future
planning for effluent disposal.
o Policy 4.2.4: Identify existing and future privately owned lands suitable for
irrigation with treated wastewater effluent, such as cemeteries, agricultural
operations, nurseries and commercial/industrial parks, and incorporate
these into future planning for effluent disposal.
o Policy 4.2.5: Evaluate and make recommendations, where appropriate, for
plumbing fixtures and landscapes that are designed for water conservation
purposes.
38
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
8.0 REFERENCES
Bureau of Economic and Business Research (BEBR), 2023, Projections of Florida
Population by County, 2025-2050, with Estimates for 2022. Volume 56, Bulletin 195. April
2023.
CDM Smith, 2019, Collier County 10-Year Water Supply Facilities Work Plan Update,
February 2019.
Collier County Planning and Zoning Department, Comprehensive Planning Section, Collier
County Growth Management Plan, Intergovernmental Coordination Element, adopted
October 1997, amended May 23, 2023.
Collier County Planning and Zoning Department, Comprehensive Planning Section, Collier
County Growth Management Plan, Future Land Use Element, adopted October 1997,
amended January 8, 2023.
Collier County Comprehensive Planning Section, Zoning Division Growth Management
Community Development Department, Collier County 2022 Annual Update & Inventory
Report/Capitol Improvement Element Schedule Update on Public Facilities. 2022.
Collier County Comprehensive Planning Section, Zoning Division Growth Management
Community Development Department, Collier County 2023 Annual Update & Inventory
Report/Capitol Improvement Element Schedule Update on Public Facilities. 2023.
Immokalee Water and Sewer District, Strategic Report & Development, 2022.
IWSD Water and Sewer District, Public Facilities Report, Immokalee Water and Sewer
District, 2022.
Florida Department of Environmental Protection, Potable Water Systems Facility Reports,
2022.
Port of the Islands Community Improvement District, Capital Improvement Plan, August
2021, Updated August 2022.
South Florida Water Management District, 2015, Applicant's Handbook for Water Use
Permit Applications within the South Florida Water Management District, 2015.
South Florida Water Management District, Ave Maria University and Town PWS, Ave
Maria Town and County Utilities, Water Use Permit No. 11-02298-W, Application No.
201019-9. March 31, 2021.
South Florida Water Management District, Collier County Public Water Supply, Collier
County Board of County Commissioners, Water Use Permit No. 11-00249-W, Application
No. 200221-10. July 27, 2020.
39
Collier County 10-Year Water Supply Facilities Work Plan Update January 2024
Collier County Public Utilities
South Florida Water Management District, CCWSD IQ Supplemental Wellfields, Collier
County Board of County Commissioners, Water Use Permit No. 11-00052-W, Application
No. 220715-3. August 3, 2022.
South Florida Water Management District, Immokalee Water and Sewer District, Water Use
Permit No. 11-00013-W, Application No. 100514-6. May 23, 2011.
South Florida Water Management District, Lower West Coast Water Supply Plan with
Appendices, December 21, 2017.
South Florida Water Management District, 2022, Lower West Coast Water Supply Plan with
Appendices, December 8, 2022.
South Florida Water Management District, Northeast Service Area, Collier County Board of
County Commissioners, Water Use Permit No. 11-00419-W, Application No. 210817-4.
February 17, 2022.
South Florida Water Management District, Port of the Islands, Port of the Islands
Community Improvement District, Water Use Permit No. 11-00372-W, Application No.
081125-11. August 7, 2009.
40
Figure 1— Current and Future Water Service Areas
Collier CGunty Water -Sewer 0is#rict
Cu f and Future Water Service Areas
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are.irwW,fe areas within IWSD Service Area Boundary.
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` JO2122 JOHNSON STREET ENGINEERING, INC. Current and Future Water Service Areas
2122
FORT MYERS, FLORIDA 33901
PHONE: (239) 334-0046
E N G INEERING E.B. #642 & L.B. #642 DATE PROJECTNO. FILE NO. SCALE SHEET
Dec 2023 0203066-03 NTS Figure 1
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JOHNSON ENGINEERING, INC.
Existing and Proposed CCWSD
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2122 JOHNSON STREET
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Facilities Work Plan Update
FORT MYERS, FLORIDA 33901
Public Utilities Depanmiat
Engineering & Project Management Division
Collier County, Florida
E N G I N E E R I N G
PHONE (239) 334-0046
E.B. #642 & L.B. #642
DATE
Dec 2023
PROJECT NO.
20203066-037
FILE NO.
SCALE
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Figure 2A
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Notes
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Facilities Work Plan Update FORT MYERS, FLORIDA 33901
Public Utilities Depanmnt PHONE (239) 334-0046 DATE PROJECT NO. FILE NO. SCALE SHEET
Engineering & Project Management Division Collier County, Florida E N G I N E E R I N G E.B. #642 & L.B. #642 Dec 2023 1 20203066-037 As Shown Figure 2B
Figure 2C — Existing Port of the Islands CID
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y `r 2122 JOHNSON STREET Production Wellfield
Facilities Work Plan Update FORT MYERS, FLORIDA 33901
Public Utilities Department PHONE (239) 334-0046 DATE PROJECT NO. FILE NO. SCALE SHEET
Engineering & Project Management Division Collier County, Florida ENGINEERING E.B. #642 & L.B. #642 Dec 2023 1 20203066-037 As Shown Figure 2C
Figure 3 — Current and Future Wastewater Service
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Collier County, Florida
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PHONE: (239) 334-0046 046
E.B. #642 & L.B. #642
Current and Future Wastewater Service
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DATE
Dec 2023
PROJECT NO. ]FILE
0203066-03
NO.
—
SCALE
NTS
SHEET
Figure 3
Figure 4 — Existing Reclaimed Water Lines and
Wastewater Treatment Facilities
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1. Water Treatment Facilities were acquired from the SFWMD GIS Website and
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Wastewater Treatment Facilities
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--- Reclaimed
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--- Reclaimed Lines
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10-Year Collier County Water Supply
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Collier County Florida
ENGINEERING
PHONE 239 334-0046
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E.B. #642 & L.B. #642
DATE
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Dec 2023
-
Appendix A — Interlocal Agreement between CCWSD
and the City of Naples
CITY OF NAPLES WATER AND WASTEWATER SERVI
INTERLOCAL SERVICE BOUNDARY AGREEMENT AND ACCORD AND
SATISFACTION
THIS INTERLOCAL AGREEMENT, (herein "this Agreement") is entered into this
day of kbnkall , 2009, between the City of Naples, Florida ("City") and the o 0
Board of County Commissioners of Collier County, Florida ("County"), as the Governing Body o
of Collier County and as Ex-Officio the Governing Board of the Collier County Water -Sewer , d
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District ("CCWSD"). o
ARTICLE ONE
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BACKGROUND INFORMATION
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1. By enactment of City of Naples Ordinance No. 2698 (passed 2"d reading on June 15,
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1977), the City exercised its Chapter 180, Florida Statutes, power and authority to extend the
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City's water and wastewater utility facilities into specific geographic areas in unincorporated
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Collier County as such areas are depicted by a one (1) page map and a twenty-one (2 1) page legal
description that was attached to and made a part of that Ordinance.
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2. The County and the City entered into a Basic Agreement (the "BA") effective October 16,'
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1977. The original BA addressed only potable water service from the City to specified
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geographic areas in unincorporated County (as such areas are described by the legal description
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in Exhibit "A" that was attached to the BA). The following items were attachments to the
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original BA:
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a. Exhibit "A" - (2 pages). Page 1 of Exhibit "A" is a "metes and bounds legal
description of the City's Water Service Area Boundary. Page 2 of that Exhibit
"A" is a map (graphic) depicting the then existing geographic boundaries of the .-
City's Water Service Area. o
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b. Exhibit "B" is a 1-page map (graphic) entitled "City Franchised Water Service
Area."
C. Exhibit "C" is a 1-page map (graphic) denoted as "City Raw Water Transmission
Main and Supply Wells."
d. Exhibit "D" is a 5-page "preliminary report" (in letter form) signed by Ted
Smallwood on behalf of "BC&E/CH2M Hill." That Report (at its page 5) states
that it is "... a preliminary report intended only to provide general guidance to
Page I of 16
both the City and County in establishing policy for the future of the respective
governing bodies' utilities."
3. Addendum #3 to the BA addressed (for the first time) wastewater service from the City to
specified geographic areas in unincorporated Collier County.
4. The original BA has been amended by two (2) "Amendments" and by nine (9)
"Addendums." The BA and the eleven (11) amending agreements are:
City's Authorization
Effective Date
Item's Description
Applicability
City Res. No. 2783
October 16, 1977
The Basic Agreement
Active
City Res. No. 3284
June 20,1979
Addendum # 1
Added 2 water meter
sites
City Res. No. 3305
August 1,1979
Addendum # 2
Added 1 water meter
site
City Res. No. 3502
April 2, 1980
AMENDMENT # 1
Fully Executed
City Res. No. 84-4526
August 15, 1984
AMENDMENT # 2
Fully Executed
City Res. No. 84-4598
November 7, 1984
Addendum # 3
Active
City Res. No. 86-5136
November 3, 1986
Addendum # 4
Fully Executed
City Res. No. 86-5160
December 3,1986
Addendum # 5
Fully Executed
City Res. No. 87-5430
November 18,1987
Addendum # 6
Fully Executed
City Res. No. 89-5733
February 1,1989
Addendum # 7
Fully Executed
C4ty Res. No. 90-6117
May 16, 1990
Addendum # 8
Fully Executed
City Res. No. 91-6347
April 3, 1991
Addendum # 9
Fully Executed
Informational Notes: The original BA agreed that the City would supply water at the following
four (4) water interconnect locations: U.S. 41 and Thomasson Drive; Radio Road one mile north
of Pine Ridge Road; Pulling Road two miles north of Pine Ridge; and U.S. 41 and 91" Avenue
North, Naples Park.
Addendum # 1 agreed that the City would supply water at the following added two (2)
interconnection points: Lakewood Unit #7 — Boca Cieca Drive and Marcor Drive; and Kings'
Lake — Evergreen Lake Road in the vicinity of Lakewood Boulevard.
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Page 2 of 16
Addendum #2 added one (1) additional water service connection point as follows: King's Lake
North — Eastern end of Estey Drive.
AMENDMENT 91 (a) amended BA paragraph 13 to agree that the City was to quitclaim
specified utility facilities to the County regarding the City's water service to the BA's Exhibit B
water service area; (b) added a new paragraph 13A into the BA (regarding planned relocation of
City -owned water tank) and (c) amended BA paragraphs 7, 8, 11 and 21.
AMENDMENT #2 (a) added a new subparagraph (h) to BA paragraph 2 (to add one additional
connection point to the City's 5 million gallon water storage tank, located at Carica Road, subject
to the County assuming permanent water service to the geographic areas described as south of
township line between Townships 48 South and 49 South, outside of the City's water service
area as depicted on the BA's Exhibit "A;" (b) Amended the BA's paragraph 3 to establish a rate
payment formula applicable to only BULK water sold by the City to the County; (c) Amended
paragraph 7 to the BA to agree that the water meter at U.S. 41 and Thomason Drive would
remain in place and continue to be used; (d) Also amended the BA's paragraph 8 to agree that the
City could limit the quantities of its supply of BULK rate City treated water; (e) Deleted BA
paragraphs 9 and 10; (f) Amended BA paragraph 12 to agree that the City could limit the quantity
of the City's supply of BULK water if the County did not commence construction of specified
water facilities by January 1, 1989; and (g) Amended BA paragraph 13A to agree that the County
would pay interest regarding specified construction costs.
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Addendum #3 acknowledged that the City was serving (and would continue to permanently
serve) twenty-two (22) geographic areas listed therein with wastewater service and also agreed to
many specifics regarding that wastewater service. Paragraph 7 in Addendum #3 refers to then
existing contingencies regarding possible wastewater service from the City to the Pine Ridge
Industrial Park. (Permanent wastewater service to the Pine Ridge Industrial Park is currently
being provided by the CCWSD.)
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Addendum #4 transferred the Pelican Bay Improvement District to the CCWSD for permanent
potable water service and transferred the following (as therein described) water service sites:
Located on the west side of Airport Road and south of Pine Ridge Road) to the City for
permanent wastewater service from the City: Bear's Paw, Poinciana Village, Poinciana School,
Pine Woods, Naples Bath and Tennis, and The Falls.
Addendum #5 transferred the Sutherland Center to the City for five (5) years of interim water
service from the City. (The CCWSD now supplies permanent water service to the Sutherland
Center.)
Addendum #6 agreed that the City would provide interim water service to the Pine Ridge Middle
School. (The CCWSD now supplies permanent water service to that school.)
Addendum #7 agreed that the City would provide interim water service to the East Naples
Community Park. (The CCWSD now supplies permanent water service to that Park.)
Addendum #8 agreed that the City would supply bulk potable water service to the Wyndemere
Subdivision. (The CCWSD now supplies permanent water service to that subdivision)
Page 3 of 16
Addendum #9 agreed that the City would provide interim water service to the North Naples Fire
Station. (The CCWSD now supplies permanent water service to that Fire Station.)
5. Only the original BA (regarding water service), and Amendment #2 (amending the BA's
Paragraph 3 to create a rate payment formula applicable to BULK water sold by the City to the
County), and Addendum #3 (regarding City wastewater service to twenty-two listed geographic
areas) have provisions that have not been fully executed. All of the other ten (10) above -listed
items have been fully executed. Several of those items applied for limited time periods that have
come and gone.
6. Except as provided in paragraph 5, above, this Agreement cancels and supersedes the BA,
the two (2) amendments.to the BA and the nine (9) addendums to the BA. This Agreement does
not affect any previously executed aspect of the BA, or any amendment or addendum to the BA,
such as and without limitation: (a) transfer of title to any real property and/or any previously
0
executed transfer of title to any personal property; (b) any prior grant of, transfer of, or any other x'
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,
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any right of any water or sewer service customer or service site, or any third party beneficiary.
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7. Term of this Agreement. This Agreement shall continue for a period of thirty (30) years a'
unless terminated in writing by the City and the County.
8. Amendments to this Agreement. This Agreement shall be amended only by written
amending agreement(s) executed by the City and by the County and which shall include the
following example (title): "This First Amending Agreement amends the 2009 City of Naples,
Collier County Interlocal Agreement — Accord and Satisfaction." The Second Amending
Agreement shall be titled "This Second Amending Agreement ....
9. Successors and Assigns. This Agreement shall be binding on the successors and/or
assigns, if any, of the City, the County and/or the CCWSD.
10. Definitions. "Complex" refers to the present County Government Complex. "County"
means "Collier County." "CCWSD" means "the Collier County Water -Sewer District."
Page 4 of 16
"Imputed sewer service gallonage" means the quantity of sewer service gallonage determined by
a percentage of water supplied by the City to the respective service site or service geographic
area. "Horseshoe Drive Areas refers to the South Horseshoe Drive Area/Collier Industrial Park,
plus the Coconut River Estates Area (in residential use), and plus the River Reach Area (in
residential use). "In -City rates" means City water service rates and/or sewer service rates that do
not include any surcharge. "Out -of City rates" means City water service rates and/or sewer
service rates that can include the City's discretionary 25% surcharge. "Meter measured
gallonage" refers to the gallons of water and/or sewage gallonage measured by a water meter. In
that sewer flow meters are inaccurate, sewer flow equivalency will be based upon the metered
water bill. "School site" refers to the Shadowlawn Elementary School site. "Sewer" and
"wastewater" are synonymous. "Surcharge" means the City's Subsection 180.191(1)(a), Florida
Statutes, twenty-five percent (25%) surcharge.
ARTICLE TWO
CITY'S EXISTING WATER AND SEWER SERVICE o
TO UNINCORPORATED AREAS OF COLLIER COUNTY'
1. CITY'S EXISTING WATER SERVICE AREA BOUNDARIES IN w
UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's existing
water service areas in unincorporated Collier County are depicted in Exhibit "A" attached to this
Agreement. Pursuant to this Agreement, the City shall continue to provide those water services
to those geographic areas.
2. CITY'S EXISTING SEWER SERVICE AREA BOUNDARIES IN
UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's existing
sewer service areas in unincorporated Collier County are depicted in Exhibit "A" attached to this
Agreement. The City shall continue to provide its sewer service to those geographic areas,
excepting only the Complex and the School site. Throughout the term of this Agreement the
City's sewer rates, fees and charges to be applied to the Complex shall be and remain the same as
the City's then existing in -City sewer rates, fees and charges as set forth in the City of Naples
Utilities Rate Schedule for Commercial Customers. For sewer rates fees and charge purposes,
throughout this Agreement, the Complex shall be treated as if it is physically located within the
Page 5 of 16
City's geographic boundaries. Those geographic areas at the time of this Agreement are depicted
in Exhibit "A" attached to this Agreement.
ARTICLE THREE
1. WATER AND SEWER SERVICE TO THE COMPLEX SCHOOL SITE AND THE
HORSESHOE DRIVE AREAS.
A. City Water Service to School site. The City shall continue to supply water service to
the School site, shall invoice the school site and retain all such water service revenues.
B. City Water Service to the Complex-, Rates,• Minimum Water Pressure The City shall
continue to supply water service to the Complex. The City shall apply its generally applicable in-
City water service rates to the Complex as set forth in the City of Naples Utilities Rate Schedule
for Commercial Customers (no water surcharge). Provided an adequate and appropriate meter
size is in use, the water pressure shall not be less than fifty (50) pounds per square inch as
pressure tested at the water meters that interconnect that water to the Complex.
C. Sewer Service Supplied by the City to the Complex and School Site Transferred to the
CCWSD, City Sewer Rates to School Site. The City has been supplying sewer service to the
Complex and School site (through the Linwood Avenue force main). At no cost to the City, the
County will disconnect the Complex and School site from the Linwood force main and
concurrently connect both of these two service sites to the CCWSD's sewer system. This
Agreement does not control the City's sewer rates to be applied by the City to the School site.
Applying the City's then generally applicable sewer service rates, the City shall collect and retain
all of those revenues.
D. Sewer Gallonage Imputed to the School site. Each billing -cycle the sewer service
gallonage to be imputed to the School Site shall be fixed by applying 100% of the City's metered
water gallonage supplied to the School site.
E Quantity of Sewer Service Imputed to the Complex City's in -City sewer service
rates. The sewer service gallonage to be imputed to the Complex shall be fixed by 100% of City
meter measured gallons of only the "net potable water supplied to the Complex each City
billing -cycle. The following City supplied water shall be excluded to calculate the sewer service
gallonage imputed to the Complex: City water for irrigation; City water for use by the County's
cooling tower; and City water for other future water uses, if any, if that water will not increase
9
I
Page 6 of 16
the sewage gallonage coming from the Complex (into the CCWSD's sewer system). The City
shall apply its generally applicable in -City sewer service rates to the Complex as set forth in the
City of Naples Utilities Rate Schedule for Commercial Customers (no sewer surcharge). For
these sewer rate purposes the Complex shall be treated as if it is (and remains) wholly within the
City's geographic boundaries.
2. THE HORSESHOE DRIVE AREAS; WATER AND SEWER SERVICE TO THESE
AREAS; SEWAGE EQUALIZATION TRANSFERS FROM CCWSD TO CITY
A. City Water Service to the Horseshoe Drive Areas. The following three geographic
areas are referred to in this Agreement as the "Horseshoe Drive Areas": (1) South Horseshoe
Drive/Collier Industrial Park (the "Park") which is in industrial or commercial uses; (2) the
Coconut River Estates, and (3) the River Reach area, which are both in residential uses. The City
will continue to supply water to these areas by applying the City's then generally applicable water
service rates. The Horseshoe Drive Areas are depicted in Exhibit "B" attached to this
Agreement.
B. Transfer of the Horseshoe Drive Areas Sewer Service from the CCWSD to the
City. As contemplated by paragraph 5 of an Interlocal Service Boundary Agreement between
and among the City, County and the East Naples Fire Control and Rescue District dated
November 2, 2007, in conjunction with the Collier Park of Commerce annexation (OR: 4298, PG
2715, Public Records of Collier County), the City shall provide sewer service as soon as
possible, to the Horseshoe Drive Areas (through the Horseshoe Drive Interconnection - See
Paragraph E, below).
C. Sewer Service Gallonage to the Imputed to the Horseshoe Drive Areas. The
amount of City supplied sewer gallonage to be imputed to the Park area shall be fixed by 100%
of the metered water gallons supplied by the City to the customers in the Park area during each
billing -cycle. The amount of sewer service gallonage to be imputed to the Coconut River Estates
and to the River Reach areas shall be eighty percent (80%) of the City's metered water gallonage
supplied to those areas each City billing -cycle.
D. Sewer Service to the Horseshoe Drive Areas. The CCWSD has been providing
sewer service to the Horseshoe Drive Areas, and by agreement with the CCWSD, applying the
CCWSD's sewer service rates, the City has been collecting these revenues and has been
a
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Page 7 of 16
remitting those revenues to the CCWSD. The City shall continue to collect those revenues from
the customers in the Horseshoe Drive Areas and shall continue to remit those sewer service
revenues to the CCWSD. By means of the sewage equalization transfers (See Paragraph E,
below), and that the School administration shall pay the City for the sewer service gallonage
imputed to the School site (as invoiced by the City to the School site), and that the County shall
pay the City for the sewer service gallonage imputed to the Complex (as invoiced by the City to
the County), the City will thereby be paid in full for the sewage equalization transfers delivered
to the City through the Horseshoe Drive Interconnection (the net result being the same as if that
sewage gallonage is delivered to the City's system from the Complex and from the School site).
This interconnection point is located near the southwest corner of Airport Pulling Road and
North Horseshoe Drive (The location is depicted on Exhibit "C" attached to this Agreement).
E. Sewage Flow Equivalency Transfers. The intent of this Agreement is that, equivalent
sewer flows will be diverted to the City, as measured by the City of Naples metered water bill.
The amount of equivalent sewage to the City's sewer system from the area (as described in
Article Three, item 2.A.) connected to the Interconnect ("I/C") will be diverted by the CCWSD
opening the I/C located at the southwest corner of Horseshoe Drive and Airport Pulling Road.
Throughout the first year of the agreement, the staffs of City of Naples and the CCWSD will
jointly monitor the City of Naples Water bills to determine equivalent sewer flows as noted in
other sections (Article Three, item 1. D., item 1. E., and item 2.C.) of this agreement. After the
first year of execution of this agreement, equivalent sewer flows will be adjusted in the months
following based on the joint agreement between the CCWSD and the City of Naples staff. If all
possible flow from the area connected to I/C and diverted to the City at maximum hydraulic flow
capacity of the VC, said flow will be deemed equivalent. The process described herein will be
repeated each year following the first year during the life of this agreement.
F. Reimbursement Payment from County to City regarding, the Horseshoe Drive
Interconnect. The CCWSD has expended $138,159.25 to interconnect a CCWSD-owned
wastewater force main to the City's wastewater facilities for delivery of sewage into the City's
wastewater system from the CCWSD and/or from the City's system into the CCWSD'S system
during emergencies. The CCWSD managed and paid for that work and the City paid the
CCWSD already incurred costs of $50,935.62. As this interconnection is not to be limited to
emergencies, the County will promptly remit the already incurred costs to the City.
a
Page 8 of 16
3. LINWOOD AVENUE FORCE MAIN QUIT -CLAIMED TO COUNTY. Only the
Complex and the School site (until such service is soon to be transferred from the City's system
to the CCWSD's system) are supplied with sewer service through a six-inch (6") wastewater
force main, referred to in this Agreement as the "Linwood Avenue force main." This force main
is now of insufficient size to comply with the Florida Department of Environmental Protection's
requirements applicable to transfer of the current combined quantities of sewage gallonage from
the Complex and the School site to the City's sewer system. This force main shall not provide
any service to the School site, to the Complex, nor to any other site after the Complex and the
School site are disconnected from this force main. There is doubt regarding ownership of the
property title to this force main. To remove this doubt the City hereby quit -claims to the County
(not the CCWSD) all rights, title and interests the City has or may have in this force main. At
the County's discretion, some or all of this force main (but not the City's lift station) may
eventually be removed from the ground at no cost to the City. The location of this force main
and lift station is depicted on Exhibit "D" attached to this Agreement.
4. CITY'S UTILITY BILLING ORDINANCE. The City's current water and sewer service
rates are listed on a two (2) page schedule attached hereto as Exhibit "E". The Complex shall be
treated in the same manner as other City commercial customers.
ARTICLE FOUR
ACCORD AND SATISFACTION
The City and the County agree that this Agreement settles and forever resolves any and all claims
and disputes of every description that each party hereto had, may have had, now has or now may
now have, against any other party arising out of, or associated with, the 1977 Basic Agreement
(the `BA") and/or either or both of the BA's two (2) amendments, and/or any of the BA's nine
(9) addendums, including with regard to any and all utility rates, fees, charges, surcharges,
impact fees, water and/or wastewater service, water and/or sewer pressures, water quality, all
service area boundaries, and otherwise.
ARTICLE FIVE
EXHIBITS ATTACHED TO THIS AGREEMENT
The Exhibits attached to this Agreement are:
9
-
9 of 16
1. Exhibit A: The geographic boundaries of the City, the boundaries of the
existing water service areas, and the boundaries of the City's
existing sewer service areas in unincorporated Collier County.
4. Exhibit B: Depiction of the Horseshoe Drive Areas
5. Exhibit C: Depiction of Horseshoe Drive Interconnection Point
6. Exhibit D: Depiction of Linwood Avenue force main point.
7. Exhibit E: City of Naples Wastewater and Water Rates
IN WITNESS WHEREOF, the County (including the Collier County Water -Sewer
District) and the City hereby enter into this Interlocal Agreement Accord and Satisfaction, this
day of k1b P1 I UA 2009.-
CITY OF NAPLES
ATTEST:
By:
Tara A. Norm , City Clerk
ATTEST:
DWIGHT E. BROCK Clerk
01> t
�e C1 k
Approved as to form
anjlegal sufficiency:
d, . � C1 C.)
Jeffrey A. Klatzkow
County Attorney
/revised 2/6/09 12:00 p.m.
By:
/ S
BILL BARNETT, MAYOR
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, AS
THE GOVERNING BODY OF COLLIER
COUNTY AND AS EX-OFFICIO THE
GOVERN1,AATER-SEWER/DISTRICT
BOARD OF THE COLLIER
COUNT
�
By:
DO A FIALA, CHAIRMAN
Approved as to form
and legal sufficiency:
V
Robert D. Pritt, ity Attorney
Page 10 of 16
Exhibit A
fr �Y
GO
f
or
Water & Sewer ) 5A
� � 4
SeniceAreas
City d h 406. rota
UgK4
as1».,2cae r�
7l. rip.tn�pr.rarlYY./ 1
Af rlrmr• W.r 4 N �Ohrm.Mry
GIs Division k
t.�a.+.wr euir.lklrrr ° ,I
tiNIR:1. HIQS Y %'
Page 1 1 of 16
9001.73
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
mp Station
inhole
erconnect
Page 12 of 16
HLI -5d FM :NO
.o-
811
Page 13 of 16
GhlT :q9 Mfi ;un
Exhibit D
Collier County Government Complex w E
Off --site Sanitary Forcernain
tb
Collier County
Goverment Complex
Legend
Forcemain - County
>200.00Forcemain - CityPump Station '�q
System valve �F
Page 14 of 16
Ahl T :nit �fififi :xn
Exhibit E
§ 30-36. Water service rates.
Meter Size
Monthly Base Charge (all
customer classes
Equivalency Factor
5/8"-3/4″
$ 7.05
1.0
1.0″
17.62
2.5
1.5″
35.23
5.0
2.0″
56.37
8.0
3.0″
112.74
16.0
4.0″
176.16
25.0
6.0″
352.31
50.0
8.0″
563.70
80.0
All customer classes will be charged the base rate according to their actual installed meter size.
Monthly Consumption Charge/1,000 gallons
All Customer Classes
Block 1
Block 2
Block 3
Block 4
5/8″--'/<″
0-7,500
7,501-15,000
15,001-22,500
Above 22,500
1.0″
0-18,750
18,751-37,500
37,501-56,250
Above 56,250
1.5″
0-37,500
37,501-75,000
75,001-112,500
Above 112,500
2.0″
0-60,000
60,001-120,000
120,001-180,000
Above 180,000
3.0″
0-120,000
120,001-240,000
240,001-360,000
Above 360,000
4.0″
0-187,500
187,501-375,000
375,001-562,500
Above 562,500
6.0″
0-375,000
375,001-750,000
750,001-1,125,000
Above 1,125,000
8.0″
0-600,000
600,001-1,200,000
1,200,001-1,800,000
Above 1,800,000
Usage rates:
Block 1: $1.14 per 1,000 gallons.
Block 2: $2.00 per 1,000 gallons.
Block 3: $2.85 per 1,000 gallons.
Block 4: $3.42 per 1,000 gallons.
0
w
Irrigation meters are billed in the same way as a potable water meter with the base
charges and consumption charges listed here.
The bulk potable water rate is $1.85/1,000 gallons. This rate will be adjusted annually as
indicated under section 30-33(g), Annual Rate Adjustment by Index.
Page 15 of 16
Appendix B — Agreement for Potable Water Service
Calusa Island Village (Goodland Area)
16C2
AGREEMENT FOR POTABLE WATER SERVICE
CALUSA ISLAND VILLAGE (GOODLAND AREA)
A
The effective Date of this Agreement is the day of March, 2004. ;q ., L_ CD
-• = C-t
THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County o
n H
to the Development Site is between the Board of County Commissioners of Collier County, to
O
Florida, as the Governing Body of Collier County, as the Ex-Officio Governing Body of the
Collier County Water -Sewer District and the Goodland Water District hereinafter (the "County")
and Calusa Island Village, L.C., a Florida Limited Liability Company ("Developer"). One
primary purpose of this Agreement is to contract with the Developer to grant to the Developer o
ten (10) years to recover some of its costs if and when other specified lot(s) or parcel(s) of land
� o
N t7
connect to the subject system.
w
a er �r
�. J
RECITALS
`"
w � cis+
WHEREAS, Developer requests the County to supply potable water to and for the
Q'
r C=�
Development Site (which Development Site land area is described in Exhibit "A", attached
v
hereto); and
c cr
WHEREAS, the proposed Development is in need of a supply of potable water from the
n CK'
County to the Development Site. The total anticipated water demand from the Development Site
C1
may not be available from the now existing Goodland water utility facilities, and these facilities
T o
a ao
o
may have to be rehabilitated, renewed and/or upgraded before the County can provide the total
potable water demand required by the Development Site; and
WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against
reimbursement to Developer and each such lot has a claim to water capacity from the facilities
that is superior to the reserved water rights of the Development Site, and one (1) or more of such
_
N f+
vested lots/parcels could possibly request water service from these facilities anytime during the
OG�
a o
ten (10) year reimbursement time frame: and
WHEREAS, County shall supply the subject potable water to the Development Site by
purchasing potable water from the City of Marco Island pursuant to assignment to that City of a
former agreement between the County and a private utility, Florida Water Services Corporation
(FWSC). The City of Marco Island has recently purchased the Marco Island Utility System from
FWSC and as a result the source of the subject potable water is now and is anticipated into the
foreseeable future to be that City; and
1
OR: 3518 PG: 1802
16C2
WHEREAS, before the total demand of the subject potable water can be supplied by the
County to the Development Site, the Capital Improvements described in Exhibit "B". Goodland
Water Booster Pumping Station Upgrade — Phase I, from Greeley and Hansen, (attached hereto)
may or may not have to be completed, depending of the extent, if any, that vested lots may
request service and the fact that the total actual excess capacity in the existing facilities has not
been quantified; and
WHEREAS, Developer agrees to pay all project costs associated with design, permitting
and construction of the growth components of the Capital Improvements (the component parts of
which are described in Exhibit "B", attached hereto) to enable the County to provide adequate
pressure, quantity and quality of potable water by improving the current facilities to meet the
(increased) build -out demands of the Development Site (current and future uses), which
maximum average daily demand is projected by the Developer to approximate but not exceed
sixty-eight thousand three -hundred and thirty (68,330) gallons per day (GPD) and an anticipated
average daily demand of 10,400 GPD for Calusa Island Village; and
WHEREAS, Developer and County estimate that the projected costs of design,
permitting and construction of the growth portion of these capital improvements will total
approximately $173,200, and may exceed that sum, but Developer's obligation under this
Agreement shall not exceed $200,000; and
WHEREAS, the total, actual costs shall be advanced to the County by Developer
according to the payment schedule specified herein; and
WHEREAS, the total of these costs shall be adjusted as appropriate (by mutual
agreement of the parties) based upon determination of the final, actual costs; and
WHEREAS, if at anytime within ten (10) years from the effective date of this
Agreement, any representative of any non -vested lot(s) or parcel(s), identified below in the Chart
(page 4) (the legal descriptions of which are in Exhibit "C" attached hereto), applies to the
County (or later possibly to the City) for any County authorization and the respective County
approval will require that the respective non -vested lot or parcel will require water service from
the subject water system, a pro-rata share shall be applied to each such non -vested lot or parcel
of real property and the Developer shall be reimbursed by the landowner (or representatives of
the landowner) prior to the County providing water service to the respective non -vested lot or
non -vested parcel of land. It is possible that within the ten (10) year reimbursement time frame
4
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 determined by the future estimated average
daily water demand for each non -vested lot or parcel, and shall be paid by the respective non -
vested property owners directly to the Developer for the purpose of reimbursement to the
Developer for such property's pro-rata hydraulic share of the Capital Improvements paid for by
Developer under this Agreement. It is not anticipated that any non -vested lot/parcel will be
eligible for water service from the subject utility facilities, but in the event that any non -vested
lot(s)/parcel(s) listed in the Chart (which are described in Exhibit "C") should be eligible for and
require water from the subject facilities, that parcel must pay to Developer the applicable pro-
rata hydraulic share of the improvements in accord with the Chart subject to adjustments
determined by the final actual costs; and
WHEREAS, no such County approval with regard to any non -vested lot or non -vested
parcel of property shall be vested unless and until County staff is convinced that the applicable
reimbursement has been received by Developer. The County shall not operate as a collection
agent. Although County will administer this Agreement in good faith, the County shall not be
liable to Developer or any other individual or entity in the event that any reimbursement(s) is/are
not paid to Developer; and
WHEREAS, no such application received by County staff after the ten (10) year
anniversary of this Agreement shall require any non -vested lot or parcel of land to make any
reimbursement to Developer pursuant to this Agreement; and
WHEREAS, the amount of reimbursement money to be paid by each respective non -
vested property shall be the total future contribution calculated on the basis of $2.53476 per
gallon per day average daily water demand (based upon the estimated $173,200). The amounts
calculated below are estimated to be
3
OR; 3518 PG: 1804
16C2
Chart
Area / Property of the Non-
Vested Lots/Parcels
Future Estimated
Average Daily
Water Demand
Future
Contribution for
Growth
Component
Calusa Island Village
10,400 gpd
$ 26,361
Calusa Island Marina
18,200 gpd
$ 46,133
Palm Ave. Tract
2,930 gpd
$ 7,427
Future County Park
8,000 gpd
$ 20,278
Moran Condos (48 units)
28,800 gpd
$ 73,001
Totals
68,330 g d
$173,200
Only each above -listed non -vested lot/parcel must pay to the original Developer its respective
pro-rata share of the actual total costs for the subject Capital Improvements in the event that the
respective non -vested lot/parcel is to have access for service from these utility facilities. The
applicable pro-rata share shall be allocated to the Developer in relation to the original contribution
as adjusted by mutual agreement of the parties, as appropriate, to reflect the final actual costs; and
WHEREAS, the Developer shall be eligible to be reimbursed its actual expenditures for
the specified items, which, as specified in this Agreement, shall not exceed $200,000; and
WHEREAS, the entire Developer Site must connect to the County Water Facilities upon
completion of the Project, subject to payment to the County of all then applicable charges related
to water meters, tapping charges and other generally applicable charges for such service; and
WHEREAS, with regard to these capital improvements, the County shall not impose any
water or wastewater impact fees against the Development Site; and
WHEREAS, Developer has accepted the terms and conditions in this Agreement as part
of the County's review and approval of the Developer's land use petitions.
0
OR: 3518 PG: 1805
WITNESSETH I�C2
NOW, THEREFORE, the parties hereto agree as follows:
1. The above WHEREAS Clauses are incorporated herein as if set out herein.
2. The Developer agrees that the County shall design, permit, and construct the
Capital Improvements to the Goodland potable water facilities as needed to
upgrade the County's existing water system as described above, with the
Developer funding the growth portion of said costs, and Developer agrees to
connect the Development Site to the County's existing water utility system, at
Developer's sole expense and at no cost to the County.
3. Pro-Rata Reimbursement to Developer for Later Physical Access to the
Capital Improvements. Representatives regarding each non -vested lot or non -
vested parcel of land, if any, that requires water service from these Capital
Improvements shall be required to pay its pro-rata reimbursement to the
Developer if, within (10) years from the effective date of this Agreement, a
representative for one or more below -described lot(s) or parcel(s) of land then
requires water service from these Capital Improvements, and at any time within
this ten (10) year time frame applies to the County for any permission or approval
that will require the respective lot(s) or parcel(s) of land to connect into the
Capital Improvements for water service.
4. The potable water service to the lands within the Calusa Island Village
("Development Site") shall be connected to the County's potable water utility
system at a connection point approved by the County.
5. Developer shall be allowed thirty (30) days to review and comment upon the
reasonableness of the proposed project budget and specifications.
6. Subject to adjustments as specified, the Developer shall make a payment of the
estimated amount ($173,200) to the County in exchange for the County providing
potable water service at adequate pressure, fire flow, quantity and quality of water
for service to the Development Site. Subject to adjustments as specified, this
estimated sum of $173,200 shall be paid to the County as follows:
k,
OR; 3518 PG; 1806
a. Eighty-six thousand six hundred dollars ($86,600) shall be delivere Jt6
o
staff within thirty (30) days of execution of the Agreement by the
Chairman of the Board of County Commissioners; and
b. The remaining unpaid balance shall be delivered to staff before any
Certificate of Occupancy is issued with regard to the Development Site. If
the final, actual -costs are NOT known at that time, the second installment
payment shall be $86,600. If the final costs are known at that time and
total less than $173,200, Developer shall pay such smaller balance due. If
the final actual costs exceed $173,200, the Developer shall pay the
remaining balance up to, but not to exceed, a total of both payments of
$200,000. If Developer's costs (now estimated) are less than $173,200,
the difference shall be reimbursed to Developer within thirty (30)
workdays after those actual costs have been finalized.
7. Although the Developer desires that the subject potable water be available to
serve the Development Site not later then October 1, 2004, the County cannot
make a firm promise to meet that date or meet any other estimated deadline date.
However, the County will proceed in good faith to try to provide service to the
Development Site as reasonably possible. To the extent that effective service can
be provided to the Development Site from the now existing facilities, and subject
to priority of vested lots, and notwithstanding completion of the subject capital
improvements but subject to the Developer paying the applicable fees to the
County as scheduled, Developer shall be allowed to make connections to the
subject water system and receive the concurrent applicable Certificates of
Occupancy.
8. The Developer will pay all costs associated with installation of water meters and
water tapping charges by the County as applicable at the date of connection of the
Development Site to the County's potable system.
9. The County and the Developer agree that, to the greatest extent allowed by law,
all the terms, covenants and conditions herein contained are and shall be binding
upon their respective assigns or other transferee(s) of this Agreement, including,
with regard to the County, the City of Marco Island should within the ten (10)
on
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
Calusa Island Village
5130 Main Street, Suite 6
New Port Richey, Florida 34652
Copy to: Leo J. Salvatori, Esq.
4001 Tamiami Trail North, Suite 330
Naples, Florida 34103
Nothing herein shall be construed to prevent either party from changing above -
stated place in Florida to which subsequent notice should thereafter be addressed,
but no such notice of change of address shall be valid unless given in accordance
with the terms of this paragraph 10.
11. Failure of County or Developer to comply with any provision of this Agreement
shall be sufficient basis upon which the other party may terminate this Agreement
except to the extent, if any, that such failure or delay(s) have been caused by Act
of God, war, strike, fire, flood, weather, lack of supplies, breakdown or shutdown
of equipment, failure and capacity of transportation facilities, or any law, rule or
regulation, or order or action of any court or agency of instrumentality of any
government, or any other cause beyond the control or the party hereto responsible
for or charged with such failure or delay. However, the nature of this Agreement
requires both parties, and their successors and/or transferees, must administer this
7
OR: 3518 PG: 1808
Agreement in utmost good faith and that termination of this Agreement shall 602
last resort remedy.
IN WITNESS WHEREOF, the parties hereto, acting under authority of their respective
authorized offices, have caused this Agreement to be duly executed as of the day and year first
above issued.
First Witness
Printed ( pe ,nalripf First WitNess
(typed) name of 2"" Witness
Calusa Island Village, L.C., a Florida Limited
Liabi •ty Compan
BY: f ) L(L.S.)
Robert M. Re6d, II, as Manager
ACKNOWLEDGMENT
STATE OF FLORIDA)
COUNTY OF COLLIER)
The foregoing agreement was acknowledged before me this het day of Jwmary,
2004,m Eby ROBERT M. REED, II, as Manager of the , Island Village, L.C., who is
ersonally f ..known to me OR r as Identification:
,t' +Yrdyr
LEOJ. SALVATOAI
44y COMMISSION # CC 967892
dg�,mber28,2004
My C Ao ed hry Notarj Publlc Underwruers
A da ale kW, ' S
C`
Notary Public, State of F
Typed, printed or stamped name of Notary Public
BOARD OF COUNTY COMMISSIONERS
OF COLLI OUNTY, FL O IDA
,p.CBy:
DO A FIALA, Chairman
i P6ifo`t ana legal sufficiency:
C. Palmer,
E
OR; 3518 PG; 1809
16C2
Assistant County Attorney
OR: 3518 PG: 1810
EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 16C2
Exhibit "A" — Development Site — Calusa Island Village. [Attached]
Exhibit "B" — Capital Improvements. [Attached]
Exhibit "C" — Legal Descriptions of the Non -Vested Lots (listed in the Chart). [Attached]
10
OR: 3518 PG: 1811
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CALUSA ISLAND VILLAGE
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HOLE MONTE3
Nepka FL. 34110
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COLLIER COUNTY GOVERNMENT
PUBLIC UTILITIES ENGINEERING DEPARTNIENT o
w
Goudland Water Booster Pumping Station Upgrade - Phase I o
Greeley and Hansen LLC o
July 2003 D
n
Table 2 0
Breakdown of Preliminary Estimated Project Costs by Rehabilitation/Repair and Growth j
- - -- - ---- ftem- ----- - - - - "
---�asls-aue 16--------
FC-6Rehabilitation/Repair ,in Goodland' in Key Marco Costs
Replace Exterior Valves j S50,000 1 F $50,000
Replace Fuel Tank $21,900 $8,100 $30,000
jReplace/Upgrade Pumps $55,900 $18,200 $6,800 580,940
(Electrical'
F $221,000 S48,900 S18,100 $288,000
Instrumentation and ControlF $58,000 $20,400 $7,600 t $86,000
Piping F $5,000 $Q F $0 F$5,000
Building Improvement allowance j $0 t S11,000 $4,000 F $15,000
Temporary Bypass Pumping During
Construction
$5,000
$7,300
$2,700
$15,000
Subtotal S394,900 f S 127,800 $47,300 $569,900
Contingency (15 %) S59,200 S 19,200 1 S7,100 F$85,500
F Total Estimated Construction Cost F $454,100 $146,900 $54,400 F $655,400
Engineering: Design S63,000 S19,740 �- $7,300 1 $90,000
lConstruction Services $21,000 $6,600 S2,400 S30,000 T
Total Estimated Project Cost $538,100
$173,200 $64,100 $775,400
'Approximately 73% of the growth is estimated to occur in Goodland and 27% is estimated to occur in Key Marco.
'Costs provided by RKS Consulting Engineers, Inc.
Goodland WI3PS Upgrade 10,
Final PDR
July 29, 2003
EXHIBIT C
PAGE I OF 14
IS
tALtJSA ISL*ND
VILLAGE
CALUSA ISLAND
MARNA
(PALMER RANCH
DEVELOPMENT)
930 Enoore W CHMW BY PRMU " I
CZ FoLF. 2002AM
3411 NON -VESTED MAW BY - CAD FU MAW-*
=a 02MZW#Vmt
fto d r2M 2U-2000
W norl rA4wfffkocft of LOTS DATE:. E*MT - ITEW
Authortwflon No.1 772 1 1 1
Ptapifeci `Y
Uav:d 1 . �tdem' Dk*d'
peyi. d F'W Este%
4. f2EC33129
PRIM 0 ecAtz€i D ?ta+4tntwry
Ua✓ O.eU Idlsmb Flay
MT--- cc Doe> .C6
`•r•� rvry r A.D., 1912-
:3F5 It9,7Wr.�4&�r trade this ap�y day of .ba
t�rmdn DSMIRA Garin 6 KVVKRrWrAg Cosp., a raor.idw corporation,
hat-Anaftar cagarrad to 515 tk�s •ac,tnto[' Qr4 lSAFtmnoll y0ty" I •
A;� A x'Sor!?� ganmr�+1 f+xz �:�ic�,lpr �hoae aptling oddrogs Lz 1.0. Box
aorWe 311151 horatnaBter reaerred to an the
r
"'Antee°.
i
`I That hha amid ara7tocr fAr and in eoa+tiaeratian or the sum
4 of Ten Dollera (010,Ual and other good and valuAble
conn.,deGatior, to it in head poid by the enid Grantee, the
ob�'.racttipt and eau±ficfancy vcharQaE bti hereby acknowledged, has
�3 gr„ng�e3, hnrgained, Hold and canvayod to the .ee id Grantee, its
a� —
�nucCo'=eor�. +tnA aoalgnta forever, mha lolloairg described lard
e Zuituate, lying an9 being in the County of Col? Ler and State of
Flocidn' t6^Hitt
ND
(&BX "' Fn .rnDtCmAK"I ACphRT HEREOF)
Thin dA0A is ezacuted subject to the following terms and
conaitiongt
1, The arantae %hall be responsible for the ad valorem
La!!za is-9 all vAlSessments, if any, imVosed upon the real property
t,.gt1 ni. G with the 1988 tax year.
e, The Grantee takes the property subject to ail eaaementel
soning and m'..i;er restrictions and reservations of record.
:he a€t•.d Grantor does hereby fully warrant the title to said
1Zknd, and will defend the same against the lawful claims of all
yzraono Whoeacevsr.
T-3 LL.VM �.Va 4o p-a= the premises herein granted unto the
Grentoa:r its aucceaeors and aaaigna in
�foo ziapie forever.
Rtceiv-d $ —= —� Doeumnnte�' Stamp Tax
Received$ Class "C"Inlnnalble
eronal Property Tax
B COLLIER 1 UN Of C RTS
E
9
�1
POOR DUALITY OR(OINAL
EXHIBIT C
PAGE 2 OF 14
16C2
EXHIBIT C
PAGE 3 OF 14
f
;`_. _ S
-
tK.� 3�I�'r;hZ ��3ffk"_�D3tr khe 4-'antur has cauQed these oreaonta to
be Zigr.ad is ita name by Lts authosiaed ofgicers and its
and year
&hovel Written.
'7 cos air... a �saa1 to bQ a-4fittaA the day
deal Ad and 15,) ivzrod flEtA'Pi A
r,AND t Ilrf~Julg CU".
5' Q1�gsd?.3OZt
�relidant }
1f` y
� k
AT7,'15M R `
�{= r
Corporate 04arettcrx.l• 1.;.•,
f
iiSiteS Or Fy,OP,IDA
CVL?tili 0? DUDE i
x, February r
I fSSRL'8'l CERTIQX that on this 29t1: day oC JR
"r 1938, before ma i7ecaanslly appeared EAP.LB D. OOSt^aRIOgPr
"L A. president and Corporate e1�Fioridar
and-ITIC:UMA? o GART3Y3, NBST signed the
- respectivelyr to me kno m to to the Tper. ons Rxno
cor}orat.ionr
fo.rgain,:. instrument as such Officer; and acknowledged the
execution thereof r to
atherein mentionddtheirs,nd that et t the said '
ofticers for the p P
thereto the official anal of said cod corporation.
that the as
rR instrument is tre act and deed of said corF in the
WITASSDS me and nState ofdFloridaofficial the day ,DdSeal at myear last
County
'`- aforesaid.
f°y camiesion espirent
xotaFy Publi.a,ate of 1'. of da
at Large
A01A%v NtLCC CTATC Or r1CACDL
q, COM UCON (LP. CCY 10.1091
004
00 NOV OC4
C41L 141. U17.
2
16C2
0 °sly__ mo_-Lk62Il
d. pa,atl of Bond, lying 1f-, and b®lng art aF thra ;let Of NAACO
BgF,;'ei r1KIT ai7dlA k, aacc?:ding to the p lat Thereof sa retln[doQ in
p3.yk Book @r !n ..v6 11 thrQugn ilf of the Publid 9400r11s of
ColilaC COu;tCyr sY4cl.dar and York of kne ei•°C esf ;tAACO GRAClS Op.Ii
;;q�Nq'yf r,•M nr�in¢ tom. khe Plat thersot as rrsco¢ded it Plat 2OPh 6-
�:u�ls t7'couiah 10-A of the L"I" R*c6cdn of collier
�rspeo bang fore garttcalerl_y daacribmd as follow&'
County, Plurldar
Ae�If' at the nartheast nornot of Rection 24r 'township 52 South.
plarjag on the
Rand Pleat• ��}Rdsry oL County,
haitch Unit n9bateeng
sacterly p`•:•`
thgnac can alfsnq uaid 6astgrly plat bouniai� Ea$tcrlY^plct
dLOty sco 5?2.11 feet) FRe ace leaving
boundary. B5S 33'dj"o a diatCV1Qe'of 691,30 toot to an intnrsactice
A� th tho uvFrft
tllgfXlY P1et h*Up
�t boundary run N®2°2fi 27'1t +tcff�said Unit t disPtancanot
�!ang t•&ld Southerly Pbat boundrsY tun
15.51 fcgt., thence, leaving said Saukhfsrly P�
WOS°42'$3°,7 n d,l
eta
nCo of t03.93 Eaetz thence N27'22145'3 o
$Oat:�nce :Q,ncsJ5.67 U 9°53802°8 hence di&tance,SofB at 25. distance f8r nf24-10
tr. ace
[.. tJ
iKCf�°'sq'li"a w diets tcR of 16.65 feet, thence g53.09'21 S a
listmnca of 18.5+ teat, thence 839'011144E a distance of 24•51
fc�zt; thvnea &33-4ance"S a d£&tance at thenc8 N05.1''zo wca
H03�'10'43"I: t diatance of 139.39 feet;85
distunco ''og 907.73 febt, thence^887°O1'84'4C a thenccee
diatance nE` 27.
past; th�nca'380•22'3o'N a distance of :.9.90 teat;
58 144'V.84051'ii et
Ois4+a a c4istai=a hence'N79°4?'S8°y�handistance4af030 86
d,xstnnca of 3.20 tat; t
feet; the ncm `NS3*lZ,2S,W a distance- oithence H77 20'07 w 32.30 feet; thence
H?6141127"4 a di&-tAnca of 37,61 East=
thence N67°31'59'H a distance'of 52.09
3LEtaneQ of 37.35 #set,
test; thence N63.37'15'R a diatance of 35.56 fast, thence
j t333°63'3tr°k +: diatance of 30,56 featF thence N43°00f19"W a
<iie!Ca^.ca o1' 2d.B3` feetx thence N3d°31'56'ii a distance of 14g.6Q
I lAn6 of
tan= to an inteteactlon jith the southerly tight oEanW°shown on
g`mtu send let of HercoOBeache0 itht of T'wenty,8yth-ence run the
nfc-esaid p
20110ssing _courses along said $-outherly Right
curvaturencE
Sa5'02143+' a diatance of 186.86 feet to a point
ci
s circuldr curver'concave to the ortheaat and having a radius ve
369.31 f,let; thence 8outheaKterly &long thOi
e arc of said curdistse
through a central Bangle of 43s3thec0icean Arc
988 37 09'Aaacdistance G of �of
4.;:t to the point o_ tangency,
173.97 €eat to the Easterly plat boundary oC atoc�heiSa&torly
Beech Unit Sixteen, said plat boundary el&o being
linen of Section 13 °f8locidaria thence a05'20'63°E South,
alongRange
-laid
hart, Col.imr County,
d:etnrly plat boundary and section line a diatance of 1293.5
foat'a to the Point of acginning..
Containing 15'.02 acres, Moro oc less.
��. Oe••t•ri C. npJ, of
rn�.f Tea cauutr. Ff,osfroq
JAMLIC bflr]. rMN
{ POOR QUALITY ORIGINAL
This instrument prepared by:
DAVID C. BOURGEAU
SWAM & BOURGEAU, P.A.
2375 TamiaiiTxail N. , Suite 308
Naples, Florida 34103
Property Appraisers Parcel
Identification Number: y63�7J�Gvy�S
WARRUTY DEED
2711140 01: 2741 PG: 0874
UMN 11 OT 1= n=n of cKm muff, n
11/11/2NA At ".Sim M W 1. WM, am
ow 3?901i.N
ac M
IOC-,11 itlS.N
UU;
net a
THIS WARRANTY DMM made this 31st day of October , 2000, by
G9DI?I;=. INC.. a Florida corporation hereinafter called the
Grantor, to --PALMER RANCH. T.-L. ,_, an Illinoi8 LimftaA
CormSanv . whose post office address is 65S Center Road, Frankfurt,
IL 60423, hereinafter called the Grantee:
WITNESSM: That the Grantor, for and in consideration of the
sum of $10.06 and other valuable considerations, receipt whereof is
hereby acknowledged, hereby grants, bargains, sells, aliens,
remises, releases, conveys and confirms unto the Grantee all that
certain land situate in Collier county, State of Florida, viz:
SEE MIBIT "A" ATTACHED HERETO AND ixcoRPORATED HEREIN
Subject to zoning, building code and other restrictions
imposed by governmental authority, outstanding oil, gas and
mineral interests of record, if any, restrictions and
easements common to the subdivision, and ad valorem real
Property taxes accruing subsequent to December 31, 1999.
TOGETHER, with all tenements, hereditaments and appurtenances
thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever,
AND the Grantor hereby covenants with said Grantee that the
Grantors is lawfully seized of said land in fee simple, that the
Grantor has good right and lawful authority to sell and convey said
land, and hereby warrants the title to said land and will defend
the same against the lawful claims of all persons whomsoever; and
that said land is free of all encumbrances, except taxes accruing
iV subsequent to December 31, 1999.
POOR QUALITY ORIGINAL
9
00
EXHIBIT C
PAGE 6 OF 14
16 r"1
J
C�'
Ot• 2741 PG: 0875
IN WITNESS WHEREOF, the
said Grantor has signed and sealed
these presents the day and year first above written.
. ed in .the P ence of:
GOODLAND, INC.,
W ness #1 -'Si Lure
a Florida corporation,
Witness #1 - Pri Kame
J.B. Curcie, as its
President
P.O. Sox 126
Witness 2 igna re
Goadland El ri-da 34140____
Post Office Address
Witness #2 - printed ame
(Corporate Seal)
STATE OF _ FLORIDA
COtiNTY OF CQLL,IBR
The foregoing i rument
3/ day
was acknowledged before me this
of r9e2000,
of GOOBLAND, INC., a Florida
by J.H. Curcie, as President
corporation, who isclP-rsonally krz�
to ne or who has produced
�--• -
—as identification.
NOC Pr Iic Signature
Nota,y Public Printed Name
My commission expires:
(seal)
CNAIY R. IAOpOMtNID
wcom�fcc woo
dM1CoaNneiwrROoa
.WOWMI ieWomm .
POOR QUALITY ORIGINAL
r-
00
0D
EXHIBIT C
PAGE 7 OF 14 C2
PG: 0876
EXHIBIT
To all that certain real propc`rly sitrMfe lying and being in dre county ojCoilitr' Stet',
Of Florida, described as follows.
The upland Poi-tiOn aft Parcel of land lying its Tract 2, of Black " T ,
C70ODLAND ISLES, as recorded in Plat Book 6, Page 7, Public Records of
Collier County, Florida.
Begim� at the Southeast corneae oflAt 24. GOODLAND ISLES, FIRST
ADDITION, as rdcorded in Plat Book 8, Page I, of the .Public Records of
Collier County, Florida; Thence South 16 degrees 06' 17" West fr4.d0 feet to
the poill of cnivature of a cir lar curve concave. to the Northwest havina
radius Of 50.00 feet, Thence along the arc ofsaid mve to the right fg
Ora
fist wn a of 23.21 feet t1 m a central angle of 26 35'42"; Thence
South 15 degreeS'44'4T' East 27.88 feet; Thence South 16 degrees 06117"
West 94_03 feet; Theace'South 55 degi= 38123v Fast 216.47 feet; Thence
North 16 degrees 061IT' East 295.43 fed to thepoint of axvatm of a
cim3lar curve concave to the Southwest having a radius of 100.00 feet;
thence along the arc of said curveto the left fora distance of 1S1.41 feet
rhea a l angle of 104 degrees 00 %0"; Thence North 87 degrees 53243"
West 117.28 fee; lheuce South 02 deare-es Q6'I7" West 95.00 feet to the
Place of Beginnfii&
P44R QUALITY ORIGINAL
16G
--,
i r..rry .aiww•we..
att`14t it. WOO. Attorney � rR suoc
r_• a 995:Aorth Cal 11er 11vd.
PArce. Island, FL 33L7 On Z & q PULi A/
}hitwtair eiRq!aaaelrya a ` Boa •
-Val ter 8. SOrokoty
945 Centrat Avenue # MKtited 1Lj50 0xne.tRy Stay Tu
86ples, Ft 31940-6294 ne etrN f class •t• tit►Rible
Vne.ts A"an sn rand ldpgl —%;m 1F*M Nwisaa i K Msanal PrCD -T..x
. EROCK, LIB Of LT LT SClFtt
6aasa.ld s_ 8 .t.
ibm�i tw tea rRr aomsae ar► tare rsaa:l4 w tta ea.
is ,r�t.t.wawrM w� �aa rMatrr. ..r
lit •>�.'v rmoay wx+wrww.�'�0'••t+�'�'•.�m�.[ w .to��
r Inbedure. Xade ew 12th Lap of Apr11 , AR 0 93,
t1awtu Laureate ra. Bturakr
gfrh. Co,uig�gJ insb*ar Ohio .Party 4rP+firap-40d
Maureen Noran, Inc
tytht Co-ey 4f Collier , iR the Ade of Florida wbw Pow tpw awro to
c/o The Berge at 0oodland BrUp. 3200 State Rd. 92. foodland, FL 33937
Party 4ra�* seeoad pcvL
db 3431trMCt4. T7iat the Said Part of at jtw Part or w d in eoaetda wmt of slr aaa
Ten and 00/100------------------- tS10.00)--------- -------------------------- DbRara
to him iti band paid by at .aa[ party dr as sawhi part, ft ra *ft whaW is Ae►ft ukaawhdld.
lass Qrw04 boat' f%4 and Sold to the eafd path 4f the cooed Pact t is h0irs OW dttir a fa At
/b2foeebrQdsraibedturttT rftrale,axd6ettiiy{atheGb�ttir� Collier 84441f fTarlda
ttrwLL
As described on the attached Exhibit aAa
The property described in Exhibit "A', is
eoinnereial property.
tm LtscludiaB all riparian and autsxar6%d Lai ritbts of Which Crautn is saiaed.
N
C
And the said part y 4 rye first pint dos hereby ftelly am—d fha title e0 laid k A4 aed wit: d4w
q tho oanc "!Ihl i do lauykr alhlus of al! Pasoas w1ow4o"Cr.
NU rAftwas M red, lu ea{d party of aL1wtart Ea s 1Me+siaae w his hoed
and cm! Cleo day wed year f abase torittix
tmE axd dal die !be prrSsara 91
/1,A0.lSwronce Q Neurahr
.� 117 Lurie Lane, sandusty, ON 44870
w K
✓ tc uAS
M
s't'ATRW Ahta { Ihndy Ca(9,0,.tra th6 dq,hh. a,.radaard* Ld%*wd
totlNTY OP e! ` 511- -----) ms{mhds4rwlhtena uG..das.k oe.b.P,'rtt+rl4NRa�a
_'�. ! n•rrota= r ua, rnhr• ._. .
Frvn,9w+b6e tl,.prnm_.kaalhedin.nAvineretated7h ii,x�nR Lrframant,vlfo.c6,•rkdxxd i<hn u.aWhe•_
rx�.aaed LLewr,e,U:.ltrel:ni�y.auulei+rinfk.m•_•[ikdilknlla,dthr Je+<a•med tceat_f=fu itlyr`r'r 7!�rr.^!.
^;xPrtn -liv, ktiQli� .: 1ncr+ttT ---_-- ..aWtrsWFrdllM..nc+7ti—
r"—^----HcTRc*d�i---� tYLrs,nvh,.da.[aCSct,I.x.i i.l�Mtrmdauirtnt.hec+�tiUt.
�
AOIJ. VNM
A�
IiY 005tY$,IQ�Y F,IrtP�IAF'J ADp1L�.'l14/
- — - - • +q.�, i`Tl' "'tT� a-- -..i •�.R��3i�• %a..`icrc•'sY+tw.�i
EXHIBIT C
PAGE-8 OF 14
FPOOR QUALITY ORIGINAL
F---lk
00
N
O
16L2
_..-a ate:—r!.r r.. •" d': •.
w.. ter. .. .. . .
1=119),T *Ae
An undivided me half 11/2) interest in and to the following
dascribm prnpatty:
tea Cast 300.00 cost oC rceat 'C-1 I AWO M It all 33MMUER.
aaOtFdlnp to t2u nrp Or y..Lai es t.00rdad In plat 1wk f.
ps.gas 129, thtrt 12d lbalwa. a! th. V.6210 Records f Ca111er
Cmmi�, VI=Lda-
Cbmta(niog 11,52 ascot, balm or I.".
and
An undivide4 one half (1/2) interest in and to the follwing
de9crtlle4 pzoparty.
eartat in saactam la. 2awpMO 52 Routh, Innis 26 that.
aeerptaa by va"tad, part ru Lam& coaowW by fats t
tfwr6ad In OR Rack 32 at iota 2". Ca11i0R Ca0nt1•
public IacOods
1. lot or pattsl -r 1-6 lyifg on rho boson flit of 6tata
Mod Ha. 92 La Saatlom 13. Township It Bantu. "a R
tut, bal nq a part of t2w-land* aacaplad if anerdaadt
with theta c4etmLb Dead ra.otdad in D.R. Doak Rat •pays i
"0 ec the p4rrlLa soo0tdc at C&LUae Canty; aftb* lar
at patwa IS dassmkad an fali0aai
ftm tin eel ecata non Wa.t wItk . I—* cep mru,,g W
gwrtar-anatlaw tuznss an tin past lima at Said Statism
La. run it. i1.11.03- W. aLomw sold vast i,lwn tvt 404i
Stet to a an"11 to WbAVS "M with a tra.a nap at Its ao.lbaaly
rLYst-sJ-pap U. p[ stdta was pp. "t thafat 9vh0laas at
the able balms dal 52.01 fast to a paint on tit terterlibf
of Said e0442 tiormca tvn N. W4110Y S, class laid oeatat+
list: for 561.12 Coat to a brass cap ih the paaannt In
..LA costarllmaa %home* caatia0a as the seam coma 11G3.1d
Cac- to _ vvi t 19.26 tact wan at dw wut "A of a brid0.
across Matto pals oa 0446 Ltato loads thamen, can W. C2•18'19. 4
it. tar 100 feet td a poiht on the mrtheeiy al"-01-war
Lima of acid Rtato Posit 110. 92t tf—we r0a C. 41041244• V.
along said rbit-cf-way Una for 1,44 last tb I t 9aist of
.heslrOla�. ptaa Said paLat of baglnnln9'cantiaw 21•
07.41.00 W. sz" said rigtt-at-war lino roe 310.12 Mtn
tim.0 ran R. IIl- 9,12, br. far 41.6t feat to a ev —tr
naam.nI, with a btaas cap found on cba va.tarl7 11ao of
stld ptCtml camayed by 04.6 Lvcocdc6 its o.s. goat
It st polo 1131 thanco cemtiam, On cho saw aosna for
110." pant to annular LIM "Winamt COaA[t "RICO anelpos
am the MO rosrsa [ae 1a-02 facts thence ivn M. 21c41W C.
patellat with sold rlgh4rf-wey It.. of Meta toad IM. of
Cat 310.12 ffott tiub" tvh m- at-aY19• r. far 144 feat
a ca. the paint of beglaalarg at Oald State NOW sitht-af-Of
!1—. ewtalaing a.03 a.:o:a..
tha partially llsa of tha t4tainabove d.Ktlbtd p.—I rase
th Is e pasta. at marae n1vor or pasa, vt.lch at thla 100ACLOO
La Famuasa ealaod to,6aand may. 1. each a locat100 u ks
,,.loft la an dtacrlbad parcaa an os,sttap cohCeata .ar
wall of lcrrgalar nllgnaant,
J.11 baarLA" hatainab-ld nantisMd art (91' tb► elfelb saat
Loma plans coordinsto oystan darivad (Boa V. S. t-at A.
esod.tia t0 cr telshgwlation atattons bl, prat" trararata.
EXHIBIT C
PAGE 9 OF 14
0
C
N
;PC Cs7
Q
0
O M
Cff w
CP3
}
POOR QUALITY ORIGINAL
1.1
.�t.-
- ,.....No Mats, Attoreey
ww*Aµpnp.a�tra niu.00 mar ..vs
90AWth Cdltia 0111d.
OR BOOR PAGE
No" Tslagd, FL MIT
keresunla=t�ep�ebl
•
Witbtit B. Soroloty
'*'• 945 Ioatral Art.
e��
Received ,yeCWYrt}ry stop Tta
Mpies. FL 3E9 04291i
(MINA
el=Cir.a i CIiSS V Inungible
rtsonsl rToC•:rtr }t.
0secnellw11541Msb.Kah}Mwebr+he:
r. t•'-K, Fie or It IT L{eeT
.n+�.sid tie. }Rk
q. r
Vaal�1F +� P��q.r,�1 WM �� w41dn1{rna�t v€Wa arl
a.�. i a.arr. r�ii �i �W eq�■ sfw►a�'�m�a•��F+oeaa'� 1'r� ws
Bullelftre. A4ada aia MIT dsr a/ April A.IX 1293 ,
UtUM Deborah Lynn Rowen Daley
gftStcome tY Collier isWe8lattq/ Florida ,parge g/tkeJLrtlprt. aaad
Maa11 Moran, tar..
gtdnCaaty of Collier , ix the Smu of Florida dwe ppaatw Roue address w
cl11 ihtr 8arpe at 600dland Bridge, 3200 State Rd. 92, 6oadland, FL 3I937
party of tw ataad pars.
Ten and o ]lD -tk
Esia. Dl-y-g= t!x lint pal Ar and fM_crslddnsNa� tAe +x+s
'Ibtfar;
to her in kW ptid by the said Parry gf tie ,eased park & re.fpt tdiaregf is h-4 acFaoudadgcd
e— h3 y+a*k4 karpodead; asd tlsld Sb elr mid pew' 4faa tmadlps>II, its � steryur lJ6retiedr, tk
�gg Jb7omd� dacsr W Imvd tifuatz, a" bdwDia ttic Cmagt q f
I� tnM it
as described an attached Exhibit •A'
the property described in Exhibit "A'
is commercial property.
40 tiub3lct to • saments,reservatiaas and restrietioes of record and real estate
tarns for the year 1993 and subsequent years.
aM Including all riparian and aubtargad land rights of sitich Grantor is seized.
0
P_
a aad the sea yore y of }As first part do es Amby ji 4r tew7wa OU MU to aa" lead aad will d*Q
Me am apatsrl the &sw rta&w of etd pnsaes e6&waww.
313 U4ftWM Etttt7L 27w said party Id&W first part M s hcrarwrs tee her kaed
a+� leas dit day and year jirat aLo1x evrititlC
Mal* te" and quopvt iu CU ptevow Rh
11A 'telensoM 81vd I1n4A1dP
t Maples, FL 3396E
.nr • :�..r/�G1�
NUN
1�
BtATR a.�.--F}ar}Ar .- - ---3 IMebt Cenbtlulmrhi. dax. Mw.mardFrer lolYa.itwrSnd
GOIIPITy(W Collier _.__J m.en<ics.6caea46..natda .dtaoal..4�n.ei.,P Wbnplrsica
Daher a, Jaley — -- — —
i"rmf.wlsb"ih+inn.m__.dc_sib:d lnradariaereerte(U.rR. Vk'9 I,Wrawe+.[,oMaeia. a�fa4.. t,aai.l 6he„
Q'teldtF,an.tSlheLlrcaxdum+Unae7eavtnf�n__•ftdH�[+RwW+td[tr.hat-nem�lpee+gL��a:.'13'�3— �/�s1Q�'
�� IS'1fn.waylbnn4aiMldnt6d Waif. Um tkn"Ur kMWAt. in of ,. 91,,-
sae :b.•s: Aprila.v.so.43•
entaequ�faanrsSrl ,
-
erlf➢nTr7Po4113�
EXHIBIT C
PAGE 10 OF 14
16 4
POOR QUALITY ORIGINAL
9
w
46
V
F u
CK>
N
N
EMIT `A.
An AndiVided CA* half (1/1) interact in and to the following
a dest:'ribed propatty.
tM wait 3".06 toot of Treat -c-, 1t11C0 1w11e11 VP2T AYYSN2Crdt,
aaptalal to tu tap or pine as mended in plat kak i,
CO.IL rltluts 124 *1 WSW s1 the "Itoaaeordn %r Collier
CatULeLM I.S2 Gana, riot* er lone.
and
An undisidod Ora half 11/21 interaat in and to the following
described proporty.
Kral fa taatla, 12, tewntelp 12 AOttk. Raa;o 11 yet.
_W.d by tbtatad, part of U. c onooym7 b r IIr•a
to -CA" in as aoat 32 at ape 7n►, catt£ar Caalfty'
,salt, Secardn , -
A lot or parval of land lyltt 00 tea Marti! 2400 Of hate -
afed Me, T1 to Seat1M D. I'a,snsup 12 posh, MM4, 1a
rare, awl" a part of the'l Lnds aeauplod In scersd"Al
.lth that "Groin 0oed recorded I. O.R. Oook 21 et yeti
at or tug F"uw toeeedn of Colllar County" Ndth for )
to r reri to tkowiNd K t knms I
rroa oho -e - ,-- tofoau" ail tit . Man Rap earliof tea
tester-arvLI" gainer on rha veet Slaa of Bald Sevalaa
13, Itat "- a1'22'a1- W. alosq ASIA neat life fair iS0.51
goat to a DORMta iaflAsaat rfth a br■.a cap en the asrthgrly
11 t-pt-wy Slat Of pate U"Vt. I = I tenets aantin9r on
tlo Rang t*mv for 12.01 tot to a palm an the RartOVILao
At said rasa' urges Ira R. a, as,#$, C. afaey said e.after-
►lat for $60.W rasa to a brat: cap in the povsetut In `
uld cant"ILves thanes continuo °o the Rasa tao17r14 1161,74 i
its-. to a pal" Sl.21 coot rt4t of tea east end of a krldEa
allele often tan an Asia State toads eh4nao run N. 02.1i live
W. tar lot fait to o point an the sarthatly right-af-way
Ww at acid Seats ssasd No. 021 theave run S. 67'41'60' W.
.1-1 Bald right -of_.. ilw fur Ito t.oa to the paint of
.bottoming. grow sand pilot of hwst—laq'tar Alcoa S.
frivue. V. &YN said rL"Lrft-Ray lint toe 310. 12 easel
esue thanrS. 43*114190 W. fair p.i1 toot to r caetrota
Asawtnt YLth a brae[ Rap food on the v"tally line of
"Id parcel coav"Md by D.ad revor:ad isf D.R. past
11 at pap IO►s thane Watimoo .r she rare —toe for
• ltp.2f toot w saotber wits —t Iwadr thane contleos
a set as" mSroa tat I3.42 fast, lheeae run K. QT•41166' C.
ptralfol vLth laid rtTht-r.:-vat Una at State nand DO. U
for 11a.12 fast, t>.aaAs rgt U. al•lD2S• C. for 144 tart
t is too po£Ra at togltaiey as raid state Road rightwr-ray
.1—, Remc.lafet 3.01 acroa.
IM aertbarly iota of t1e hartLRetew dosartbad pareal roof
la the rater. At Rarer RLewe or part..".ft at thle lasting
it waatioas "Ilad 46041A d gay, to fwek a Iecatton s. ta,
inci,ds is the 4.... lb.d par"1 to .M1.41A conrsetn aaa-
.all of lrcayalar SILT—.L.
ALL boarlegs h'rwlaabOve hreaL011e6 an tot ON rlarfda cast
ono paler CR CU"t. Llat.t, derived Ito. a. t. Crass i
awdatae survey rrLontalatios at.Uota by precM travesua.
a
M as
O N
C3 a►
And all of the entire parcel described as follows%
e-�Cioatlelaf at a p"" Ott she "at line a1 Gatioa 13, IavnekLp
/// 32 Lath, ¢anlo 26 Let, ColUlot County. Florida, U So 60' k
1331,i twat ftaa too nouttanot oases tamroo!s ehaaad e1 Ca"
W 10w Y IP2.21 feet eo a point$ Rhased It fie 2lt U1' V
167.21 tact to a pslatp thaaea V N 7L' W v 34.6,34 toot to
a reast cheata a 13" 32e do' V 459.11 feet co a piled Rhin..
It lie 10' 3o" Y 2118.16 idit to a points thence U If 40' So^ 1,
162.33 feat to paint in ton canrarlina of lco�ra1 pal. Ita—ark
t. WON, load --Ct604 Road 06.92/ t1sug. U 61 19' to'- S .Iona
No eatarliat of Said Veld 1/0.1f feat to a petut (68 tut --
or Lads out at a brLd=a•aaraia Macao IARO)l thdnaa 11 28 40'
S0" V IDD,o toot to a Point ao too northerly ctxhc-af-vay et
said read to faint At AaaeaaLRS of CM Land* harain daecribad
Mutt
tad balsa urkdd by A t lath "Legato canumnt rich a brace cap,
aF !tt Aa
. thanes cfnt%nuLAS a 20 40' ur v 1A.0 toot to ■ aanetfta ::miring
ofeh a bait & sfqep to the share of eaadla°d owl thane: 000t Lou-
1 al°'29' 10" u
µea t. tt
t.cs'�tt _dt�
i
IvS C to 40' Sae n 112. a test to a paLteL tbauco
140.0 £dirt
..,,t t
panllal co tics aer£heray ri6et-of-v4t or said mark
to on the
E 146.0 f..c a
ce a prlucI tune= 6 1 49' 36" polar
ntrtiaely g[Sltt•otwy.af aoyai Wet -1 ok re Yarce Road;
tbkkt d Zia its Iv a aLW6 said aortkorly rlil.t-ar-ray t� ma.-r
L60.0 feat to Point at lattanSaa. and containing 0.43 acres,
�
rA ra er LIIaI.
-ji!VJ = .-a`.t�: i1: .. 1 u � 6i6• ... _ .u.aV�. Y. i -f.� . •n/. .
`��
.. -
EXHIBIT, C
1 6 2
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EXHIBIT C
PAGE 12 OF 14
16C2
IMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am
2924999 OR: 2972 PG; 2967
PROJECT: Dolphin Cove/Goodland 1101111111 i. O►11CIIL 11Com of :Milt CORM, It
FOLIO: 4637296=1 #113112142 it 41:46" Matt 1. NOCI, CW1
CON 411114118.1111
Be 111 1S.111
IOC -,if 32111.11
Will LU
utc
WARRANTY DEED IV list
1
111111 Mies
THIS WARRANTY DEED is made this filth- day of LK,09- , 2002, by
DOLPHIN COVE DEVELOPMENT OF GOODLAND, INC., a Ftorkia oorporstion,
whose post office address is P.O. Box 158, Marco Island, Florida, 34146 (hereinafter
referred to as 'Grantor), to COLLIER COUNTY, a political subdivision of the State of
Florida, its successors and assigns, whose post office address to 3301 Tamiami Trad
East, Naples, Florida, 34112 (hereinafter referred to as 'Grantee*).
(Wherever used herein the terms 'Grantor" and 'Grantee" include all the parties to
this instrument and their respective heirs, legal representatives, successors and
assigns.)
WITNESSETH: That the Grantor, for and in consideration of the sum of Ten
Dollars ($10.00) and other valuable consideration, recelpl whereof is hereby
acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and
confirms unto the Grantee, all that certain land situate in Colder County, Florida, to wit:
See Attached Exhibit 'A* which 13 incorporated herein by reference.
Subject to real estate taxes for the current year and thereafter,
easements, restrictions, and reservations of record.
THIS IS NOT HOMESTEAD PROPERTY
TOGETHER with all the tenements, heredhaments and appurtenances thereto
belonging or in anywise appertaining.
TOGETHER with all rights or permits to build docks or rights to leases of
submerged lands or leases to submerged lands that arise from, relate to, refer to or are
connected in any way with Grantor's property or plans to develop the property and all
other property rights arising from, relating to or connected In any way with fhe property
and plans to develop the property.
TO HAVE AND TO HOLD the same In fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is Lawfully
seized of said Land in fee simple; that tits Grantor has good right and lawful authority to
sell and convey said land; that the Grantor hereby fully warrants the title to said land
and will defend the same against the lawful claims of all persons whomsoever; and that
said Land Is free of all encumbrances except as noted above.
IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents
the day and year first above written.
rl•
DOLPHIN COVE DEVELOPMENT
OF GOODLAND, INC., a Florida
corporation _
Nicole Ginic, President
P.O. Box 150
Marco Island, Florida 34146
TMItt CONVIVANCE #=or ip 9I TK
sOAAO OF COu1Rr PlP 1I2$lowits.
COLLIER CO1RrTT rLmOA,
oA�iE�L riErr 110. a � A _
Page 1 of 3
91
W
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STATE OF )1-_L
COUNTY OF (-A =
OR: 2972 P0: 2968
The foregoing Warranty Dead was acknowledged before me this day of
'S:" .-c y 2002, by NICOLE GINIC, President, on behalf oLAo t�ia �Ove
Development of Goodiand, Inc., a Florida corporation, who +s raononatly known to me
who has produced as identificat6p,. ---____�._
(affix notarial seal) /
(Signature of Notary Pubk)
(Print name of Notary Public)
NOTARY PUBLIC
r„pONEi'r
SerialiCommission 0 : if any
My Commission Expires:
�Is to foa WI sufficiency
tmtsu wAt,r ALL".)
EXHIBIT C
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Page 2 of 3
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EXNEW "A"
*** OR: 2972 PG: 2969 '**
A parcel of land being a portion of Tract 1, as shown on but not a part of the
Plat of Goodland Isles Second Addition, as recorded in Plat Book 8, Page
19, of the Public Records of Collier County, Florida, more particularly
described as follows:
Beginning at the southeasterly corner of Lot 33, Block F of said Goodland
Isles Second Addition; thence S 15.1 P 20" E 390.48 feet; thence S 72' 15'
19" E 128.00 feet; thence S 13' 50' 44" E 180.00 feet to the southerly
boundary line of said Tract 1; thence 28.70 feet along the arc of a circular
curve concave to the northwest, radius of 100.00 feet, chord bearing N 51'
23' 18" E 28.60 feet; thence N 43.10' 00" E 250.00 feet; dwnce N 12120'
20" E 381.83 feet; thence 87.47 feet along the arc of a circular curve
concave to the southwest, radius of 50.00 feet, chord bearing N 37' 46'
41.5" W 76.74 feet; thence N 87' 53' 43" W 66.89 feet; thence 162.41 feet
along the are of a circular curve concave to the southeast, radius of 1365,08
feet, chord bearing S 88' 41' 47" W 162.31 feet; thence S 85. 17' 17" W
201.52 feet; thence N 18012' 43" W 87.42 feet to the southerly right-of-way
line of Palm Avenue; thence S 85' 17' 17" W 10.28. fed; thence S 74. 49'
12" W 60.08 feet to the northeast comer of said Lot 33, Block P; thence S
18" 12' 43" E 96.75 feet to the southeast corner of said Lot 33, Block F and
the Place of beginning.
Parcel contains 5.22 acres, more or leas.
Bearings are based on those shown in Plat Book 8, Page 19 of the Public
Records of Collier County, Florida.
EXHIBIT C
PAGE 14 OF
Page 3 of 3
14
16C2
E[P::O:O�RQUA�UTFYORIGINAL
3*
O
Ca
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Appendix C — Agreement for Potable and Emergency
Water Interconnects between Bonita Springs Utilities,
Inc. and CCWSD
Agenda Item No. 16C3
October 23, 2007
Page 1 of 11
` EXECUTIVE SUMMARY
Recommendation to approve an Interlocal Agreement for reconstruction of the
existing interconnect between the Collier County Water -Sewer District and Bonita
Springs Utilities, Inc to provide for reverse potable water flows at Bonita Springs
Utilities expense, to provide for the design and construction of a second
interconnect, at a location to be determined, at the expense of the Collier County
Water -Sewer District, and to establish rates for usage of potable water,
OBJECTIVE: The public purpose of this Interlocal Agreement is to provide for potable
water flows through the existing interconnect from Bonita Springs Utilities, Inc (BSU)
potable water system to the Collier County Water -Sewer District (CCWSD) potable
water distribution system, to provide for two way flows of' potable water between
CCVA!SD and BSU at a second interconnect, and to establish user rates for each Utilities'
potable water usage whenever either of the two interconnects are in service.
CONSIDERATIONS: Recently, CCWSD staff has been working in the area of Barefoot
Beach Boulevard, Bonita Beach Road and Vanderbilt Drive (the northern most areas of
the CCWSD) to uncover the reason(s) for nontypical disinfection residuals in the water
distribution system providing potable water to these areas. Minimum free chlorine and
combined residual levels are set by the Florida Department of l--nvironmental Protection
and the Environmental Protection Agency. Should chlorine residuals continue to remain
Iow, the utility faces the possibility of falling out of compliance with the disinfection
requirements of these regulatory agencies. From a public health and safety perspective, it
would be in the best interest of the potable water customers in these areas to have an
additional potable water source available to supplement as needed the CCWSD water
distribution system. The Interlocal Agreement provides for reconstruction of the existing
interconnect to provide for two way flows between the respective utilities' distribution
systems. The Interlocal Agreement will replace the August 26, 1997 Agreement for
Emergency Water Interconnects.
On August 26, 1997, Agenda Item 16B 15, the Board of County Commissioners of
Collier County, as Ex-Officio the Governing Board of the Collier County Water -Sewer
District (Board), approved an agreement for emergency water interconnect between BSU
and the Board. The agreement provided for one way flows of potable water from the
CCWSD to BSU for temporary emergency potable water service. The existing
interconnect, located on Bonita Beach Road, was designed, constructed, and paid for by
BSU so that the water flows in a northerly direction only (i.e., from CCWSD to BSU).
The portion of the interconnect from the Board's water main up to and including the first
isolation valve which controls the flow of water from the Board's water system was
conveyed to the Board. The remainder of the Interconnect is owned and maintained by
BSU.
The Interlocal Agreement also calls for a second potable water interconnect for two way
flows to be designed, constructed and paid for by the CCWSD at another location where
CCWSD and BSU have adjacent distribution systems, most likely on Livingston Road.
This interconnect will be completed by September 30, 2009. Estimated cost for the
second potable water interconnect is $300,000.00.
Executive Summary
Interlocal Agreement with BSU
Page 2
Agenda Item No. 1EC3
October 23, 2007
Page 2 of 11
Simultaneous with the Agreement being recommended to the Board of County
Commissioners for their approval, the Agreement is being recommended to the Bonita
Springs Utilities Board of Directors, in order to expedite modification work to provide a
temporary supplement of potable water to CCWSD.
The staffs of the two utilities have agreed to a bulk user fee that is based on a recent
Collier County bulk rate study modifiable by CPI and/or future rate study.
FISCAL IMPACT: There is no fiscal impact for the reconstruction of the existing
interconnect, as the Bonita Springs Utilities will incur this cost. There will be an
undetermined fiscal impact in Fund 408 Operating User Fees. depending on the volume
of potable water that is purchased from Bonita Springs Utilities. Finally, a budget
amendment in the FY08 budget will be set up in the Fund 412, Water User Fees in the
estimated amount of $300,000,00 to fund the second interconnect.
GROWTH MANAGEMENT IMPACT: ']here is no impact on the Growth
Management Plan.
RECOMMENDATIONS: {1) ])'That the Board of County Commissioners, as Ex-officio
the Governing Board of the Collier County Water -Sewer District, approve an lnterlocal
Agreement for reconstruction of the existing emergency interconnect between the Collier
County Water -Sewer District and Bonita Springs Utilities, Inc to provide for reverse
potable water flows at Bonita Springs Utilities expense and to establish rates for usage of
potable water. (2) To approve Collier County Water -Sewer District recommendation to
permit, design and construct a second interconnect, at a location to be determined, at the
expense of the Collier County Water -Sewer District. (3) To establish rates for potable
water. (4) To approve any budget amendments required in Fund 408 User Fees to
compensate Bonita Springs Utilities for bulk water supplied. (5) To approve a budget
amendment in the FY08 Budget in the Fund 412, in the amount of $300,000.00 to fund
the second interconnect.
Prepared by: Peter Lund, Division Operations Analyst, Public Utilities Operations.
Agenda Item No. 16C3
October 23, 2007
Page 3of11
2007 AGREEMENT FOR POTABLE WATER INTERCONNECTS
BONITA SPRINGS UTILITIES, INC
AND
COLLIER COUNTY WATER -SEWER DISTRICT
This AGREEMENT is made and entered into effective on this day of
2007, by and between the Bonita Springs Utilities, Inc., a Florida not -for -profit
corporation ("BSU"), and the Board of County Commissioners of Collier County,
Florida, as the Governing Board of Collier County, Florida, and as Fx-Officio the
governing Board of the Collier County Water -Sewer District ("CCWSD"), collectively
("Parties").
WHEREAS, the Parties are geographically neighboring utilities and each has
existing facilities capable of furnishing limited quantities of potable water to the other;
and,
WHEREAS, BSU and CCWSD are parties to that certain Agreement for
Emergency Water Interconnects dated August 26, 1997 pursuant to which CCWSD has
contracted to provide water on a limited, as -needed basis to BSU ("1997 Agreement");
and,
WHEREAS, the Parties wish to modify the existing interconnect to provide for
the ability to supply water in either direction (to BSU or CCWSD) and provide for a
second interconnect for such purpose; and,
WHEREAS, the Parties agree that it is in each Party's best interests to enter into
this Agreement so that either Party can supply potable water to the other Party should the
receiving utility require potable water from the sending utility; and,
WHEREAS, it is in the best interests of the Parties, their respective water
customers, and the region to promote the interconnection of water systems to meet
emergency and periodic water supply needs.
NOW, THEREFORE, based upon the mutual undertakings and other
consideration referenced herein, the sufficiency of which is hereby acknowledged, the
Parties agree as follows:
1. Subject to the terms of this Agreement, BSU agrees to supply to the
CCWSD such potable water as BSU determines is available within the
Agenda Item No. 16C3
October 23, 2007
Page 4 of 11
BSU water system as may be requested by CCWSD from time to time to
meet its water supply demands. Said supply shall be delivered in a
manner so as to maintain the best available pressure at the discharge side
of the Point of Delivery, so as to limit adverse effects to BSU's customers.
2. Subject to the terms of this Agreement, CCWSD agrees to supply to BSU
such potable water as CCWSD determines is available within the CCWSD
water system as may be requested by BSU From time to time to meet its
water supply demands. Said supply shall be delivered in a manner so as to
maintain the best available pressure at the discharge side of the point of
delivery, so as to limit any adverse effects to CCWSD's utility customers.
The point of delivery shall be the point at which the Supplying utility's
ownership and responsibility for water supplied under this Agreement
ends, and the ownership and responsibility of the receiving utility begins
("Point of Delivery")
3. Potable water supplied under this Agreement shall be delivered to, and
received from, permanent interconnecting facilities at two points where
the CCWSD and BSU potable water systems are in close geographic
proximity to one another. `hhe Point of Delivery for water supplied by
BSU to CCWSD through either interconnect shall be on the CCWSD side
of the isolation valve on the CCWSD side of the interconnect assembly.
The Point of Delivery for water supplied by CCWSD to BSU through
either interconnect shall be on the BSU side of the isolation valve on the
BSU side of the interconnect assembly. BSU agrees to modify the
existing one-way now interconnect facility constructed to supply potable
water to the BSU located on Bonita Beach Road so as to provide flow in
either direction ("Existing Interconnect"). BSU shall own, maintain and
operate all facilities comprising the Existing Interconnect up to the Point
of Delivery on the CCWSD isolation valve on the CCWSD side of the
interconnect. CCWSD agrees to construct a second interconnect facility
in close geographic proximity to the Livingston Road/Imperial Street
interchange ("New Interconnect"). The exact location on the New
Interconnect shall be as mutually agreed upon by the Parties in writing.
2
Agenda Item No_ 16C3
October 23. 2007
Page 5 of 11
This operational decision may be made on behalf of CCWSD by the
County Manager or designee. CCWSD shall own, maintain and operate
the New Interconnect up to the Point of Delivery at the BSU isolation
valve. The nature of the supply requirement, and the availability of water
from the sending utility's system, shall dictate the number and location of
the interconnect to be activated. at a given point in time. The receiving
utility shall identify the interconnect it desires to activate, subject to
limitations in availability of the sending utility. Both interconnecting
facilities shall be constructed as long -teen interconnections.
4. The Existing Interconnect shall be modified pursuant to BSU standards as
may be amended, repealed and/or superseded, unless and/or as otherwise
specified in the Agreement. The New Interconnect shall be constructed
Pursuant to the CCWSD Utilities Standards and Procedures Ordinance, as
may be amended, repealed and/or superseded, unless and/or as otherwise
specified in the Agreement. Each party shall submit the plans and
specifications for their respective interconnect to the other for review and
comment prior to proceeding with the project.
a. The design, pennitting and construction modifying the Existing
Interconnect will be undertaken by BSU at no cost to the CCWSD and
shall be completed by March 31, 2008.
b. The design, permitting and construction of the New Interconnect will
be undertaken by CCWSD at no cost to BSU and shall be completed
by September 30, 2009.
c. The interconnects shall be designed to include provisions for locking
features so that each party shall have sole access to the locking device
for its valve operator which, when opened, provides water to or
receives water from the other party.
5. Water provided by a supplying utility under this Agreement shall be only
that quantity of water needed to provide temporary assistance in the event
the receiving party has a period of reduced availability in its system,
subject to concurrent excess supply of potable water in the sending utility's
3
Agenda Item No. 16C3
October 23, 2007
Page 6 of 11
system as determined by such utility. Such supply of potable water shall
be subject to the following:
a. The Parties hereto shall each designate (and from time -to -time re-
designate as needed to comply with this Agreement) an authorized
member of its staff, to be responsible for sending and receiving written
requests for water, and who shall have the authority to approve or
disapprove requests for supply of water from the other party. Each
party shall keep the other advised of the then current phone number
and e-mail address of the designated individual.
b. Upon each written request for temporary potable water service under
this Agreement, the request shall be acted upon in good faith and in a
timely manner by both Parties. By entering into this Agreement
Parties agree to supply said service subject to availability as described
above. The supplying utility shall not be obligated to supply any
specific volume of water. The receiving utility may terminate receipt
of' water supply with not less than twenty four (24) hours notice by
sending the notice to the supplying utility when the need for temporary
potable water service by the receiving utility has been met.
c. At its discretion, the supplying utility may establish, and enforce by
unilateral control of valves under its control, limits as to: times of day
and/or days of the week during which delivery of potable water will or
will not be made; the rates of flow at which delivery will be made;
and/or the total volume of water to be delivered over one or more
designated time periods.
d. In each instance, the receiving party shall exercise prompt and diligent
efforts to eliminate its need to be supplied temporary potable water
from the sending party.
6. Payment for water supplied under this Agreement shall be on a per
thousand (1000) gallon basis, as measured by the appropriate meter at the
interconnect in use. The meter shall be read jointly by the Parties at the
following times: when the valves are first opened at the beginning of
delivery in response to a request for water; at the time of the final
4
Agenda Item No. 16C3
October 23, 2007
Page 7 of 11
termination of all deliveries of water in response to that request for potable
water from the sending party; and if necessary, at approximately the first
of each calendar month that occurs between the beginning and termination
of the response to that request. It shall be the responsibility of the sending
party to schedule all readings of the meter at mutually agreeable times.
7. Labor and material costs incurred for opening or closing the valves or
reading the meters as a result of a request for temporary potable water
supply, shall not be charged by either party to the other party
S. It shall be the responsibility of the sending utility to make annual checks
of the accuracy of the interconnect meters used to supply the receiving
utility. If either receiving party believes that a bill for water received may
be based on readings from an inaccurate meter, upon request the other
party shall perform an additional check of the meter's accuracy, with the
requesting party physically present if desired by the requesting party,
Should that additional check reveal accuracy within the limits of the
manufacturer's recommended accuracy, then the cost of obtaining the
check shall be borne entirely by the requesting party. If either an annual
check or an additional check of accuracy reveals an error beyond the limit
of the manufacturer's recommended accuracy, it shall be assumed that the
inaccuracy was in existence for the later one-half of the period of time
from the last check that indicated acceptable accuracy. Any billings that
occurred during that period shall be adjusted to reflect the quantity of over
read or under read exceeding the appropriate limit of accuracy, at the rate
per thousand (1000) gallons that was in effect at the time delivery
occurred.
9. The rates for potable water charged by each party shall be fair and
reasonable. Parties agree that the initial rates charged one to the other for
water supply shall be the same. Such rates shall be reflected in each
party's respective rate tariff, resolution or ordinance, as may be amended
from time to time. The initial agreed rate to be three dollars twenty-five
cents ($3.25) per 1000 gallons. In the event there occurs a period of time
during which there is a differential in rates between the Parties, each party
5
Agenda Item No, 16C3
October 23, 2007
Page S of 11
shall be entitled to charge the other the higher rate then in effect. Each
party shall give the other not less than thirty (30) days notice of any
change in the rate to be charged hereunder. The potable water service rate
will be expressed on a "per thousand gallons of metered potable water as
delivered to the Point of Delivery" basis and will always be rounded to the
nearest cent for billing and rate calculation purposes.
10. This Agreement shall remain in full force and effect for not less than ten
(10) years following its date of execution and until thereafter terminated
upon sixty (60) days written notice by either party to the other at its sole
discretion; provided that. in the event CCWSD elects to terminate this
Agreement prior to constructing the New Interconnect, CCWSD agrees to
reimburse BSU for out of pocket costs incurred by BSU in modifying the
Existing Interconnect to provide flow in either direction as set forth in
paragraph 3 above within the guidelines of the Florida Statute referencing
prompt payments.
11. If any condition or provision in this Agreement held to be invalid by any
court of competent jurisdiction, such invalidity shall not affect any other
condition or provision and does not materially prejudice either party in its
respective rights and obligations contained in the remaining valid
conditions or provisions of this Agreement.
12. No waiver of any breach of this Agreement shall be held to be a waiver of
any other subsequent breach irrespective of the length of time the fonner
breach was waived.
13. Both Parties agree that it is a material part of the consideration for this
Agreement to deliver only potable water meeting the requirements of all
State, Federal, and local regulatory agencies having jurisdiction over
potable water supply for public water systems.
14. Each party hereby saves and holds the other harmless from and against
any claims, demands, damages or expenses resulting from delivery of
water which does not meet the quality standards set forth herein; delivery
of water at a pressure not exceeding 95 psi; operation of the facilities
located on supplying utility's side of the Point of Delivery; and the storage,
Z
Agenda item No. 16C3
October 23, 2Q07
Page 9 of 11
transmission, distribution and use of potable water received through an
interconnect.
15. Acts of God such as storms, hurricanes, earthquakes, land subsidence,
strikes, lockouts or other industrial disturbances, acts of public enemy,
terrorist acts, wars, blockades, riots, acts of armed forces, delays by
carriers, inability to obtain materials or rights -of -way, acts of public
authority, regulatory agencies, or courts, inability to construct the required
infrastructure, or any ether cause, whether the same kind is enumerated
herein, not within the control of the Parties, and which by the exercise of
due diligence, a party is unable to overcome, which prevents the perfor-
rnance of all or any specific part of this Agreement, shall excuse
performance of said part of this Agreement until such force anajeure is
abated or overcome.
16. The 1997 Agreement is hereby replaced and superseded in its entirety and,
as of the date of this Agreement, of no further force or effect.
17. This Agreement shall take affect only upon approval by the Governing
Board of CCWSD and BSU's franchisor, the City Council of the City of
Bonita Springs, Florida.
IN WITNESS WHEREOF, the Parties have executed or have caused this
Agreement, with any Exhibits attached, to be duly executed.
ATTEST:
DWIGHT E. BROCK, Clerk BOARD OF COUNTY
COMMISSIONERS,
COLLIER COUNTY, FLORIDA, AND AS
EX-OFFICIO THE GOVERNING BOARD
OF THE COLLIER COUNTY WATER -
SEWER DISTRICT
Deputy Clerk James Coletta, Chainnan
Approved at to form and legal sufficiency:
7
Assistant County Attorney
Agenda Item No. 16C3
October 23, 2007
Page 10 of 11
BONITA SPRINGS UTILITIES, INC.
David McKee, President
Page I of I
Agenda Item No, 46C3
October 23, 2007
Page 11 ref i 1
COLLIER COUNTY
130ARD i)F COUNTY COMMISSIONERS
Item Number:
1GC:J
Item Summary:
Rir conimend�Awi In nppruve Tan Interlocal Agree.-meol for rei_onr;tnlctiurr of the existing
nlere:enncct hrslwecat tho i"allier Carjnly Water -Sewer Di,irict awl Buriita Springs Utilities, inc
to [wuvide lur I@!VC°F8 i°i pui'iille. Wafer fl(ib''fS at 3onija
`jPr€ncjs utilities expense, to provide, fof
Vie 0wzign a!ld r'onslruoion of a second interconriocJ.
at a location to be dererimned, atthe
!;x Hel)£@ of tho (.,olilPi" ("oirity Walpr-!` cwei flisti'Ict,
and to e.Stahli5h rnips for triage of
pota>>>ie water-{VNWI,(00)
Meeting Date:
W/ 312rJts7 Ij GI} till Pfvt
Approved By
''1w'lio LiWq
%A'2At l' UL'Cr?atir)0F' SS:^.r?<?{16'r
Uite
PflfdiC tjlilitie.,
Wate.r
?019f2001 1.25 PM
Approved By
Mli H!1 : rl i,
Y�'!%iiC tft•i IIIU1i
f'1r111 i!: !11?(jfl?;:: Eifi€3ie; `.;,'rir?;}
.i L�f't ?!%Q?4if r�:oh .r1M
:Approved I3y
i ttonE?S'• t✓:�i=105
;tr i:!r,^ti �+rl". Lti�±pr inl
=. ale
io1141;007110'1 AM
Approved By
Dianna Pun-ynaan
Date
Administrative Services
PrirtAIas'i I
011612007 11:24 AM
Approved By
Jennifur A. Beipedio
Assistant Comity Attorney
Date
County Attorney
County Attorney office
1011617007 11:30 AM
Approved Hy
Steve Carnell
PurchasinglGeneral Syc s Director
Date
Administrative Services
PurchIsing
1011612007 1:21 PM
Approved By
James W. Del-ony
Public Uti#riles Administrator
Date
Public Utilities
Public Utilities Administration
10116/2007 1:22 PM
Approved By
OMIT Coordinator
Applications Analyst
Date
Administrative Services
Information Technology
1011612007 113 PM
Approved By
Susan Usher
Senior Management/Burigst Analyst
Date
County Manager's Office
Office of Management a Budget
1011612007 5:26 PM
Approved By
James V. Mudd
County Manager
Date
Board of County
County Manager's Office
1011612007 8:26 PM
Commies€oners
AGREEMENT
FOR EMERGENCY WATER INTERCONNECTS
This AGREEMENT is made and entered into on this day of
1997, by and between the Bonita Springs Utilities, a Florida
corpor 'on ("Bonita Springs Utilities"), and the Board of County Commissioners of Collier
County, Florida, as the Governing Body of Collier County, Florida, and as Ex-Officio the
Governing Board of the Collier County Water -Sewer District ("Board").
WHEREAS, Bonita Springs Utilities desires to provide for temporary emergency water
service during periods of reduced availability from their normal sources caused by mechanical
failure and/or natural disaster; and
WHEREAS, Bonita Springs Utilities has requested County to provide such temporary
emergency water service through temporary or permanent services connections; and
WHEREAS, Board owns, operates and provides the public with existing utilities
services via Board utility facilities which, pursuant to the terms and conditions set forth herein,
have the potential to furnish Bonita Springs Utilities limited emergency potable water supplies;
and
WHEREAS, Board and Bonita Springs Utilities agree to enter into this Agreement and
thereby set forth the terms and conditions upon which temporary emergency water service shall
be provided by Board to Bonita Springs Utilities; and
WHEREAS, it is in the public's best interests that Bonita Springs Utilities and Board
enter into this Agreement.
NOW, THEREFORE, the Board and Bonita Springs Utilities, in consideration of the
mutual benefits flowing from each to the other, do hereby agree as follows:
1. Subject to the terms of this Agreement, Board agrees to supply to Bonita Springs
Utilities such excess potable water as is available within the Board owned and
operated water system that is over and above the needs and demands of the Board
and of the Board's Utility customers within Board's water service area.
1
2. As neither the Board, nor Bonita Springs Utilities, has performed a hydraulic
analysis of the Board's water transmission system in the vicinity of Bonita
Springs Utilities system, Board makes no guarantee, either direct or implied, that
excess capacity will be available at any time(s) requested by Bonita Springs
Utilities. Bonita Springs Utilities fully understands and acknowledges that the
Board will make no future improvements to the Board's system in order to meet
Bonita Springs Utilities current or future needs as desired by the Agreement, and
that current excess capacity, if any, may be obligated to future Board customers.
3. Service provided under this Agreement shall maintain the best available pressure
at the discharge side of Bonita Springs Utilities Meter and Backflow Assembly, as
to limit adverse effects to Board and Board's utility customers.
4. Water supplied to Bonita Springs Utilities pursuant to this Agreement shall be
delivered to Bonita Springs Utilities through permanent or temporary
interconnecting facilities at those points, in close proximity of the parties'
facilities and at locations to be mutually agreed upon in writing. The nature of an
emergency and of Board's utility service availability shall dictate the number and
locations of the interconnects activated. Bonita Springs Utilities shall identify in
writing to Board the desired interconnects to be activated.
5. Said interconnecting facilities, hereinafter, referred to as "The Interconnect," shall
be constructed pursuant to Board's Utilities Standards and Procedures Ordinance,
as may be amended, repealed and/or superseded, unless and/or as otherwise
outlined by the Agreement.
a. All costs for design and construction of The Interconnect(s) shall be the
responsibility of Bonita Springs Utilities. Board shall have no financial
and/or administrative responsibilities.
b. The Interconnect shall be, at a minimum, designed to include provisions
for locking features on Board's isolation valve. Board shall have sole
access to its valve operator.
C. Following completion of construction, Bonita Springs Utilities shall
dedicate to the Board that portion of The Interconnect from the Board's
2
water main up to and including the first isolation valve which controls the
flow of water form the Board's water system. The remainder of The
Interconnect shall be owned and maintained by Bonita Springs Utilities.
6. The parties agree that this Agreement shall not obligate the Board to provide
service to Bonita Springs Utilities other than to provide water for a temporary
emergency assistance as a result of mechanical failure and/or natural disaster. In
the event service requests are made for reasons other than the conditions outlined
within this Agreement, Board shall have the right to charge Bonita Springs
Utilities the same rates charged other Board customers. The following additional
conditions shall apply:
a. The Board and Bonita Springs Utilities shall designate a member of their
permanent staff who shall receive all requests and who shall have the
authority to approve or disapprove requests.
b. Each request for emergency water service shall be acted upon in good faith
and in a timely manner by the Board. By entering into this Agreement, the
Board agrees to supply said service subject to availability as described
above; however, Bonita Springs Utilities is not obligated to accept any
specific volumes of water, and termination of service shall occur when the
need for temporary emergency water service is no longer necessary.
C. At its discretion, the Board may establish and enforce control of valve(s)
under its control, as to limit: 1) the times of day and/or of days of the
week during which delivery will or will not be made; and/or 2) the total
volume of water to be delivered over a designated period. These controls,
however, will only be used as a means of addressing availability
constraints. The Board shall not be responsible for any adverse effects
that its inability to provide service, adjustments of valve settings, and/or
pressure might produce in the Bonita Springs Utilities water system and/or
its customer's property. Bonita Springs Utilities agrees to hold harmless,
indemnify and defend the Board against all such claims.
3
d. Bonita Springs Utilities agrees to exercise prompt and diligent efforts to
eliminate its need to obtain temporary emergency service from the Board.
7. It is mutually agreed that whenever water is supplied by the Board under the terms
of this Agreement, Bonita Springs Utilities shall reimburse the Board for all water
received, in accordance with the following:
a. Payment shall be on a per thousand gallon basis, measured by the
appropriate meter(s) at The Interconnect(s) and based on the Board's
actual production and delivery costs. This rate will be reviewed by the
Board at least annually and adjustments made as necessary.
b. The meter shall be read jointly by the two parties at the following times:
when the valve(s) are first opened at the beginning of the service delivery;
at the time of the final termination of service and at approximately the first
of each calendar month that occurs between the beginning and termination
of service. It shall be the responsibility of the Board to schedule all meter
readings at mutually agreeable times.
8. It shall be the responsibility of the Bonita Springs Utilities to make annual
accuracy and operation tests of The Interconnect(s) meter(s) and backflow
assembly(ies). The results shall be forwarded in writing to the Board. If non-
permanent interconnect(s) are utilized in part or for all interconnect(s) the meter(s)
and backflow assembly(ies) shall be tested by the Board at the time of installation.
Said test results shall be forwarded to the Bonita Springs Utilities.
a. If Bonita Springs Utilities or the Board should believe that the metering
device(s) is (are) not recording correctly or that the backflow
assembly(ies) is (are) not operating correctly, either party may request a
re -test of the meter(s) and/or backflow assembly(ies). Should the test(s)
reveal accuracy or operation within the manufacturer's recommended
range, then the cost of obtaining the test shall be borne entirely by the
Utility making the request. If either an annual test(s) or an additional
test(s) of accuracy or operation reveals an error beyond the limit of the
manufacturer's recommended range, it shall be assumed that in the case of
4
the meter that the inaccuracy existed for the last one-half (%Z) of time since
the last test(s). Any billing that occurred during that period shall be
adjusted by the Board to reflect the adjusted quantities based on the
manufacturer's minimum if the test results are low and maximum if the
test results are high accuracy levels and at the rate per thousand gallons
that was in effect at the time delivery occurred. In the case of the
backflow assembly(ies), Bonita Springs Utilities shall correct the problem
in a timely manner.
9. This Agreement shall remain in full force and effect until terminated upon sixty
(60) days written notice by either party to the other at its sole discretion.
10. It is understood and agreed by and between the two parties that if any condition or
provision contained in this Agreement are held to be invalid by any court of
competent jurisdiction, such invalidity shall not affect any other condition or
provision and does not materially prejudice either party in its respective rights and
obligations contained in the remaining valid conditions or provisions of this
Agreement.
11. No waiver of any breach of this Agreement shall be held to be a waiver of any
other subsequent breach.
IN WITNESS THEREOF, the parties hereto have caused this Agreement to be executed
on the date and year first above written.
ATTEST:
.D)�Jq%E: BROCK, CLERK
1A k
5
BOARD OF COUNTY;
COLLIER COUNTY, F
GOVERNING BODY C
OI\�IiIS.SZ( S
OI. AS:THE=;
COUNTY AND AS .�X.-O Ia'ICTO
.fit.
GOVERNING BOARiS.OI THE COLLIER""; "",'� ,=.
COUNTY WATER -SE WEl S"MU CT.
Ti 7AOTH-1Y I ANCOCK, CHAIRMAN
Approved as to form and legal sufficiency:
Assistant County Attorney
ATTEST:
SECRETARY, BONITA SPRINGS
UTILITIES
j
Frank Liles, Secretary
Approved as to form and legal sufficiency:
Springs Utilities
h:lagreements971bonitaspringsemergagr-sjm
BOARD OF DIRECTORS OF BONITA
SPRINGS UTILITIES
By:
Henry Ho stetler,CHAIRMAN
C
Appendix D - Interlocal Agreement between CCWSD
and the Big Cypress Stewardship District (Town of
Big Cypress)
INSTR 6426309 OR 6266 PG 2221
RECORDED 7/10I2O23 10.27 AM PAGES 11
CLERK OF THE CIRCUIT COURT AND COMPTROLLER
COLLIER COUNTY FLORIDA
REC $95.00 INDX $2.00
AGREEMENT TO PROVIDE
POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER UrILTIY SERVICES
TO THE TOWN OF BIG CYPRESS
T141S 1NTERLOCAL AGREEMENT ("Agreement') is made and entered into this Z714day of
X^e .2023 by and between the Board of County Commissioners of Collier County, Florida.
acting ex-officio as the Governing Board of the Collier County Water -Sewer District (hereinafter referred
to as the "CC WSD"). the Board of Supervisors of the Big Cypress Stewardship District (hereinafter referred
to as the '`District"). CDC Land investments, LLC and CoIIicr Land I fold ings, l.td. thcreinafter referred to
as "Landowners") (collectively the '-Parties").
RECITALS:
WHEREAS, Section 163.0I(4), Florida Statutes. the Florida Interlocal Cooperation Act of 1969
(tile "Act'), authorizes the joint exercise of any power. privilege or authorih that the public agencies
involved herein might exercise separately; and
WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and
desire to engage in the joint exercise of power that each might exercise separately; .lid
WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively
known as "utility services"), in an economical and environmentally beneficial manlier to inuch of (lie
unincorporated area of Collier County, and
WHEREAS, the District also has statuton• authority to provide tit iIity services within the District.
but intends to authorize the CCWSD to provide utility services within certain designated areas of the
District; and
WHEREAS, the CCWSD's service boundaries encompass the District: and
WHEREAS, the CCWSD shall incorporate certain designated lands and property within the
❑istrict into CCWSD's service area to excursively provide retail potable water, wastewater and irrigation
water (inc I ud ing effluent irrigation water, when available] utility services in the same manner and pursuant
to the same ordinances and policies as CCWSD currently provides service to all other customers located
throughout the unincorporated service area of Collier County, Florida: and
WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the
District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the
District's jurisdictional area known as the Town of 13ig Cypress; and
WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and
Wastewater Utility Services dated June S. 2021 and recorded on June 15, 2021 at OR 5964. Pages 1662-
1670. which Agreement is being replaced in its entirety with this Agreement. and
WHEREAS, this Agreement is intended to reduce to writing, the ternis and conditions between the
CCWSD, the District and the Landowners as to the exclusive provision of utility services by the CCWSD
N� ithin the Town of Big Cypress area of the District.
NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows:
i . The litregoing recitals are true anti correct and are incorporated herein by this reference.
�An
?, The landowners and/or subsequent developers shall construct and pay liar potable and irrigation
duality water mains and gravity sewers. force mains, wastewater pump stations acid a community
pump station (collectively known as "public utility facilities") within the Town of Big Cypress
development and convey such facilities to tilt CCWSD in the manner provided in the applicable
CCWSD policies and Count% ordinances, including but not Iirnited to ordinance No. 2004-31, as
amended, otherwise known as the Collier County Utilities Standards and Procedures Ordinance
(the "Utilities Standards Ordinance"), all of which as ma►' be amended by the Board of County
Commissioners from time to time. Upon final acceptance of iacil'sties, CCWSD shall be responsible
for maintenance and operations of such accepted facilities.
District improvements;
A. The District shall upsize and construct potable water transmission mains, wastewater force
mains and irrigation water transmission facilities from the Rivergrass Point of Connection
(POC) to the Town of Big Cypress North POC within the future Rig Cypress Parkway
ROW and the Oil Well Road ROW which shall be available to serve the Town of Big
Cypress' demand in accordance with its development schedule as defined in Exhibit A.
"File 'f own of Big Cypress North POC shall be as defined on Exhibit B. The CCWSD shall
reimburse the District for the cost of upsizing the potable water transmission mains,
wastewater force mains, and irrigation water transmission facilities in an amount not to
exceed $2.702,186 identified by Exit ibit C.1. The CCWSD reimbursement to the District
shall be made within 60 days after final acceptance of the infrastructure.
B. The District will construct an IQ Main from the Oil Well Road/Big Cypress Parkway
intersection to the Town of Big Cypress South POC using the future Big Cypress right of
wav to an intersection ►yith 18`r" Ave title NElspine road, east on the spine road and south in
the 80' right of way to the TO BC South POC. This IQ main ►will supply the future utility
site in order to serve all development south of the utility site. 1-lie '['own of Big Cypress
South POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for
the cost of the IQ main extension as detailed in Exhibit C.2 in an amount not to exceed
$3,239,900. The CCWSD reimbursement to the District shall be made within 60 days after
final acceptance of the infi-astructure.
C. The District shall upsize and construct water and wastewater mains on a partiort of the
spine road and within the 80' right of way from the intersection of Big Cypress Parkway
to the utility site as defined on Exhibit B. These mains will supply the utility site which in
turn ►►ill serve all development south ❑f the utility site. The CC WSD shall reimburse to
the District for the cost of upsizing potable water and wastewater mains as detailed in
Exhibit C.3 in all amount not to exceed $804.400. 'Fite CCWSD reimbursement to the
District shall be made within 60 days after final acceptance of the infrastructure.
4. Per the Rivergrass Interlocal Agreement. the CCWSD agreed to provide the necessary potable/fire
water design flows at a minimum pressure of 60 psi in the potable water system at the Rivergrass
Point of Connection. The Landowners and/or subsequent developers, through their design(s), will
size their system(s) as required.
S. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected
wastewater flows at the Rivergrass Point of Connection by June 30. 2022.
The CCWSD agrees to provide the necessary irrigation water design flows at a minimum pressure
of 60 psi in the IQ water system at the Rivergrass Point of Connection by June 30.2022.
The Landowners agree that locations for a total of live (5) well sites shall be made available for use
2
0CA0
at no cost to CCWSD as shown in Exhibit D. The Landowners shall convey a County Utility
easement for the well sites, which shall be a inininium of 30-Foot by 50-Foot easement area, shall
abut a Right-of-way (ROW) with dedications for use to CCWSD. and shall be adjacent to the ROW
that includes an irrigation quality water transmission main. The Landowners will provide the
Office of the County Attorney ►vith an executed County Utility Easement, suitable for recording.
Upon receipt, the County shall assume all costs associated with the recordation of the casement.
The Landowners will cooperate in the transfer of the South Florida Water Management District
Consumptive Use Permit (CUP) for the five (5) well sites. Should the transfer of a Consumptive
Use Permit not be approved, the District will support the acquisition of such periiiit by the CCWS1).
The District shall construct potable water trains acid wastewater force mains designed to Collier
County standards within [fie future Big Cypress Parkway and Town of T3ig Cypress of sufficient
size tip to and including 16" needed by the CCWSD to supply its future utility site which is needed
to serve Town of Big Cypress South and Beiiinar Village. The wastewater force main, potable
water main, and irrigation quality main ►►ill connect to the tit iIity site firm the mains in the 80'
'town right of way. 'T}ie utility site ►►ill be [lie point of connection (POC) for potable water,
wastewater and IQ for all development in the Town of Big Cypress South.
9. 'file Landowners ►will require all developers in the Town of Big Cypress to install an internal iQ
system to serve residential areas and the Town in accordance with the Collier County Land
Development Code to tlieir respective Points ofConnection.
10. The CCWSD will install IQ meters and manage and bill residents based on their IQ water
consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless ofthe
CCWSD's water source(s). The Landowner shall pay for the cost of the IQ meter installations by
the CCWSD.
1 1. The Landowners shall convey a miniill uni 5-acre utility site located as shown on the To►►n of Big
Cypress SR Masterplan ("Utility Site'') suitable for the construction and operation of tile facilities
necessary to provide sufficient utility services. CCWSD will provide a minimum 30 days' notice
of intent to purchase the property. Upon payment by CCWSD. the Landowners shall convey to the
CCWSD the Utility Site in fee simple. free and clear of all liens and encumbrances, by warranty
deed. The Landowners will be responsible for paying any and all costs of any title work and
searches acid shall he responsible for all costs for promptly removing or curing any liens,
encumbrances or deficiencies revealed in any title work. The landowners will promptly provide
the Office of the County Attorttey.vidi an executed deed, suitable for recording. Upon receipt. the
County shall assume all costs associated with the recordation of the deed. The value ofthe Utility
Site shall be determined by two accredited Real Estate Appraisers. each party will secure their own
accredited Real Estate Appraiser. The purchase price shall be based on the market value of the
land before any SRA action is taken oil the Town of Big Cypress. before any application for
increases in density, and before any other up -zoning applications to the Town of Big Cypress. The
final price per acre shall be equal to the average of the two independent appraisal reports.
Section I I ofthe Rivergrass Agreement, OR 5746. Pages 3307-3314. shall be deleted in its entirety.
12. Tlie Landowners agree to pre -pay water acid wastewater impact fees to the CCWSD without
expiration (the "prepayment"). Landowners shall reserve water capacity equivalent to 350 F:RCs
and wastewater capacity equivalent to 350 CRCs.
13. Prepayment of water and wastewater impact fees shall be due no later than thirty (30) days after
Landowners" receipt and acceptance of:
CCAO
A. An approved and non -appealable SRA for the Town of Big Cypress development.
13. All required and non -appealable permits frorn the South Florida Water Management
District or any federal or stale regulatory authorities for the first phase of development.
C. The prepayment shall be at the then current CCWSD Board approved rates for water and
wastewater impact fees: The credit for water and wastewater impact fees identified herein
shall be reduced by 50% of the prepayment per ERC for each residential unit on a huiIding
permit issued thereon until the development is either completed or the credits are exhausted
or have been assigned as provided for in the Collier County impact Fee Ordinance. The
developer shall be responsible for any difference between the prepayment amount per ERC
and the rate in effect at the time of building permit application submittal.
14. This Agreement shall remain in effect until terminated by the CCWSD. the District or the
Landowners. Any party may terminate this Agreement. with or without cause, by providing written
notice to the other parties prior to the date that either the CCWSD, the District or the landowners
commit any affirmative act to construct or provide potable water. wastewater or irrigation water
utility service within the District including. but not limited to, entering into an agreement hiring a
contractor or a consultant to provide utility construction -related services in furtherance of this
Agreement. Any attempt to terminate the Agreement once any party ltas incurred any expense in
furtherance of fulfilling its duties trader the Agreement. without the express ►►ritten consent Of [Ile
other parties. shall be considered a nullity. Termination shall be effective one hundred eighty ( 180)
days after receipt of said written notice. This Agreement may be amended from time to time upon
the written consent of all parties. Any amendment to the Agreement "'list be in writing and must
be executed w ith the same formalities as this original Agreement.
15. The Agreement to Provide Potable Iklater and Wastewater UtiIity Services dated June S. 2021. and
recorded out June 15. 2021. at OR 5964. Pages 1662-1670. is hereby repealed and replaced in its
entirety with this Agreement.
16. NQTICES. All notices required under this Agreement shall he directed to the following offices.
For the County: Office of the County Manager, 3335 Last Tatit iami Trail, Suite 101. Naples.
Florida 34112. For the DistrictJLandowners: Patrick litter. Collier Enterprises, Vice President of
Real Estate and Club Operations. 999 Vanderbilt Beach Road, Suite 507. Naples, Florida 34108.
17. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify. defend and
hold hanttless the other. its officers, board members, cotutCil members. agents and employees from
and against any and all fines. suits. claims. demands. penalties. IiahiIitics. costs or expenses, losses.
settlements, judgments and awards and actions of ►whatever kind or nature. including altorney's
fees and costs (and costs and fees on appeal) and damages (including, but not limited to, actual and
consequential damages) arising from any negligent. willful or wrongful misconduct, knowing
misrepresentation or material breach of tilts Agreement by such party. its officers. board members.
council members, agents or employees. The foregoing indemnification shall not constituute a waiver
of the CCWSD or the District's sovereign immunity beyond the limits set forth in Florida Statutes.
Section 768.28. nor shall the same be construed to constitute agreement by any party to indemnify
another party for such Other party's negligent. ►willfill or intentional acts or omissions.
18. COLfNTFRPARTS. This Agreement may he executed in any number of counterparts. each of
which shall be deemed to be an original as against any party whose signature appears thereon an(]
all of which shall together constitute one and thinstr
e same ument.
19. RE:C )RDiNG AND BIN DING ON Sff CESSORS. This Agreement shaft binding on an party,s
00-0
successors, assigns. or other subsequent parties in interest and shall be recorded in the Public
Records of Collier County. The County small he responsible Cor recording the same.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first
written above.
ATTEST."'
Crystal K. KinzO, Clerk n Iz.ourts
By: "
Attest as to : rairmon'-Pe ' C r
a.
signatu�c r,j•',.. J'614
Approvid)s to form and leg y:
rtt aunty Attorney` 1 Z, �
ATTEST:
Printed Name:
ATTEST:
Printed Name:
ATTEST:
Printed dame:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: '
Rick LoCastro, Chairnian
RIG CYPRESS STEWARDSHIP ll 5TR1C
By
Patrick l.. l.lt er. President
CDC LAND INVESTMENTS, LLC
By: -
Christian Spilker, President & CEO
COLLIER LAND HOLDINGS, LTD.
By: TARPON BLUE CE MANAGEMENT,
LLC, Its Sole General Partner
13v
Christian Spilker. President & CEO
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47th Ave NE
451h Ave NE
43rd Ave NE
N
N�
d
a
T
L]
07
d
Oil Well Road (C.R.858)
I
33rd Ave NE
31 st Ave NE
P
'm
29th Ave NE
6
27th Ave NE
)
Randall Blvd.
m
24th Ave NE
uz
U
22nd Ave NE
o
m
R
20th Ave NE
u.
18th Ave N E
151h Ave NE
3
14th Ave N E m
P
Vl
121h Ave NE o
Future Vanderbilt Extension
101h Ave NE
8lh Ave NE
6th Ave NE
RIVERGRASS POC
Connection to Collier County
Utility Mains Service
Rivergrass Village
Connection to
—Rivergrass Village
0 2000 4000
TOBC (NORTH)
POC
Town of Big Cypress (North)
UTILITY LINE ASSOCIATED WITH
TOBC (NORTH)
SPINE ROAD FROM TOBC (NORTH) POC
TO TOBC (SOUTH) POC
--TOBC (SOUTH) POC
Town of Big Cypress (South)
BELLMAR POC
41h Ave NE —~l Bellmar Village
2nd Ave NE LEGEND
Goiden Gale Blvd E POC
®TOBC (NORTH}
2nd Ave. SE
® TOBC(SOUTH)
4th Ave. SE — �- -- UTILITY MAINS ROUTE
61h Ave. SE UTILITY MAINS ROUTE
ASSOCIATED WITH
8th Ave. SE TOBC (NORTH)
Collier County Utility Agreement - TOBC Exhibit (B)
:rlD;-Q
AGN01.1 9/22/2020
LARBER $& �''"tlr;'' ` ' ORIGINAL
BRUNDAGE, seic.
r.ne.�•,�i F�X� .. t't,��i•.. s�rrewn
COST TO SERVE LONGWATER THROUGH RIV£RGRASS
Engineer's Opinion of Probable Construction Cost
Pipe Upsixing and New Pipe Under Con nectar Road
RIVERGRASS changes when tONGWATER
goes online
Potable Water
Wastewater
Irrigation
Length
Length
Length
upsizing
Pipe Cost
upsiting
Pipe Cost
Upsizing
Pipe Cast
Valve Cost
Valve Cost
Valve cost
5,077 It
3,946 It
6,959 ft
8"tD 12"
(574,124)
6'-to 12"
(538,6091
4"to 6"
(S18,441)
{$8.400)
I S3,120}
S3,000
3,427 It
4,117 It
2,176 ft
8" to 1G"
(S126,285)
10" to 16"
(5127,956)
4" to 16"
IS97,354j
$33,960j
($8,300)
(S27,3201
8,273 ft
6,319 it
9,436 It
12" to 16"
($184,074)
12" to 16"
(5140.598)
6" to 16"
($397,161)
IS59,9301
(530,330)
(597,950)
5,623 It
8" to 16"
($207,208)
($SO,94o)
7,961 it
12' to 16"
(S177,132)
{564,5401
TOTAL COST
Potable Water
Wastewater Irrigation
$486,773
$ 348,93 3 $1,141,047
Subtotal $1,976,733
NEW PIPE ON CONNECTOR ROAD
Potable Water
Wastewater
Irrigation
Size
Length
Pipe Cost
Valve Cost
Sire
Length
Pipe Cost
Valve Cost
Sloe
Length
Pipe Cast
Valve Cost
16..
3,316 ft
(S221,907)
($)9,320}
12"
4,950 it
(5202,1001
1 JS20,900)
16"
3.316 It
($221,9071
I529,3201
TOTALCOST
Potable Water
Wastewater
Irrigation
5251,227
5223,009
5251,221
Subtotal
I
5725,453
Grand Total
$2,702,186
This Opinion of Probable Ccnstruct,on Cost (OPC} has been prepared by Agnoli, Barber, & Brundage, Inc. JABS) at the request of
owner or as a requirement of a governmental agency. AS has based the unit costs of this OPC an previous work history with
simlIar projects or on values provided by reputable contractors we have worked with, In accordance with F.A.C. 61G•1518.011,
this is not a guarantee or warranty expressed or implied as to the c0nstractiOn cost that may be obtainpd by owner using
competitive bidding. If such a guarantee is needed, it is recommended that owner procure the services of a professional cost
estimator or obtain a binding bid from a contractor.
COWS❑ total reimbursement $2,702,186
i ri.
'*" .• GNOL!
M:
RUNDAGI f wc.
r....rs
LA I fi ll Ir c -2
TTrrnxnnfl tf}pyert
IFrfRaflon OTC
AI. Felt ZO77
C.—pr: There# of,—Z.gor..rr eunyf f r Mr aAditonal malus that w111 he required to ane The Tawn.nd Sol— hi,h w. fra Ow lntrnrrli.n er uig
rarkwry s+ ❑ I {Y'rli Snxd le the untkry file.
� �
DMA ion
(1.1 Prue
tit.
Uail
C.el
1 i'PVC " on Man
WO
1.w
LP
3244WO
12'Gko VWyv
S4.915`0
1
F'.A
SI I,WQ
16' PVC Lei rice Man
Sim
11 T00
LF
w4 Opil
16" Owe Vriee
$19'"
is
EA
S39..No
Ver4al Do lecyyoa
$a 100
30
EA
S167pOn
ARV
14,610
40
EA
S195,600
YHuf
SJ,21P,Ppn
Th4 Oprmm� of Pre haLlc Cesl IQPC1 ha. been prepwd h�- AVeML. IIMWI4 R'Wd p. Irc {AW at the regwg of the o.m o,> a requrrrynent ofVi emmea taa sperm AR hm hmed We van co its
of this OPC oa preei" ..A luaton• nrlh ."Lw PM)"U u on T F1vrr prowled bi reparable cohrnnon we h.,. worked rids m =.rdane. with r.A C 61p.i S IS.01 I, Thn if nm a;yyarmtee ar
Av ry .aprnaed & —PIyed r to the c=;e veri an cosy dsx ma. be eblsnrd Cv ounce using cumperrtn: hrddsni if iWh a pvranlee rs arede3, rs rF rreomyt-WCd drd owner procure the Fen— of a
pmreuyreal eotl.urnrwr of Obern . b.,dins t., r m. epmmlor
CC1NS❑ total reimbursement S3,239,900
P�)
::.-:Fa�CNDLF
"n:""
an..■.BARBER &
ass. .i
.a....• RUNDAGE, ltir.
EaH19ITC3
Ti. Ta.. a 54 Cyprr..
L; Wily Ups- C—p., i-.
M wi, 10!3
Cane rpl prr+i.aly', t6" Ir+ntmivmn n,mt .ere 1n rur .Ion= IBI= ClpFr h+r6 t..1 r. Csidrn Gale Beukurd 6F C'rlliet Ceuntr.5m.lkr Zt PI arr. irr lion .ere te+ao tr.. M Nr ivin.m.
rv+d ri the To>,n IS,r.trr. 1I. ]l..r.er Ih. r. r rrnt plant arr fer Thr Tywn and Brtlm,. ru b. trr. rd µ. 16" nr.a.. Ihat aill..,nd t.lrl. rhr..ph Ihr intrrrnr road of 7hr 1,0_ ISrr.+r'rs
lyand nnl [M1roai gCP-TItTOFiCerrl r.mparu..6r,.Lrdarn Ihf d [£errs i. roarfor 1h. A. ..lh.f lfi •wilily rirr,.el.rmr to rhr i ...... ,etJ ef'Ih, Tonm.Themrmr al F BCt ire nnI amladrd :.. rhis rev remprritss f5rr.., ]1
Srr.ari. l Old
f36aG[
F
ili9 Bab$34.
SK-1CA
no
rr.r
swJ00
sir■.{
sss,iav
v w
radl
um
f Cn,r
73e
LF
ST]-0m
I.F
i
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f 1.7511
FA
IF
730
LF
SM 3m
fA
1
EA
f I3.IS6
Myse
.tiY r ml
SI 7Si
f15£J.S.Sp
I I,CCf IL
SSUMO
19,Fvc h;
fHlu i30
LF
Lpl
isti6,IXq
S[Y.S'sll IWAIp.ofn
M'!iY
SV'. srr...rrr 16'FV[FM
i'-lo 1.6tl0
LF
53169M
SI]-J3s 1
I6' Va1.r
f .:men nta ter, saw
EA S?6,4W I'•w utc•pe.v�,r'lOa[imu P.a. ..
�� - •t aeu+a.orwro wr...�w. oeuc,af-.:�
Ha mi Di rr.a r
%—WIFh' f Sd.100
TpuL' TH-1 Cerdt Shbl,ap0
'FiaArr areiirfrue lour aM fla'. an lia �.vrG.Anl rrrwlprea do&,". w.knw.7i..nnn.rprrfa 5r * 10. nW/.r rlir.yrd A-6,
p W [ pst p.lt,
slas.cfio
ww colu
S90 000
Thrs f>Irinm eP Arglyby; Cart tOPC1 has a m pr.par;d b ASash, 8arbcr A grnrrdW. I— IAgi;l x O1 - ocquetr d11rc n....cr m m a r.q.1K M of Fm�r..rrnel; � A8g lot bared t}. um6 mat
M Ihn OPC vn pre.meythroA h�lm'n'.u. rmn�lat Yru}cl.aom.alur, gmrdcd bl. repW+h[e eaKrxron uc hue�v.Lrd r. h.s+r_dan dr F A C 61G-I$19011, Ihn R> ayurar, a.xnru.
�PKalad K rmp6cd m W tl.e C4a4.�r.n+ coat day nuy be ebu-sA 1. o.. nrr uea y ev.s prtn.te h.dd.y I{tu:h a yu ua>,rn• n.t d d .r n n-comm:.Wed iue en sir pro..rc thr,m Ko d£a prof.ss.y.a
wv evcratdrttoMara t b�sdt.rF bid from +mMrann
CCVVSD total reimbursement 5804,400
RIVERGRASS VILLAGE iy
IOWELL SITE#i,-----,
WELL SITE 93
IL WELL ROAD fC-R- RSAI_
10 WELL SITE 92 __j
IC—Aiq I
I(}WELLSITEff
-------- LQ ------
-M�TE 1113�
RMRGRASS VILLAGE
R.
3WELL R HN
to WELL SITE #4
Jlm Ia WELL SITE6
EXHIBIT D.
Rivergrass Village IQ Well Site Locations ap,
Appendix E — Interlocal Agreement between CCWSD
and the Big Cypress Stewardship District (Bellmar
Village)
INSTR 6426302 OR 6266 PG 2206
RECORDED 7/10/2023 10:19 AM PAGES 7
CLERK OF THE CIRCUIT COURT AND COMPTROLLER
COLLIER COUNTY FLORIDA
REC $61.00
AGREEMENT TO PROVIDE
POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER UTILITY
SERVICES
TO BELLMAR VILLAGE
ri
THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this 27 day of
J,,,, e, , 2023 by and between the Board of County Commissioners of Collier County,
Florida, acting ex-officio as the Governing Board of the Collier County Water -Sewer District (hereinafter
referred to as the "CCWSD"), the Board of Supervisors of the Big Cypress Stewardship District (hereinafter
referred to as the "District"), and Collier land Holdings, Ltd. (hereinafter referred to as "Landowner')
(collectively, the "Parties").
RECITALS:
WHEREAS, Section 163.01(4), Florida Statutes, the Florida Interlocal Cooperation Act of 1969
(the "Act"). authorizes the joint exercise of any power, privilege or authority that the public agencies
involved herein might exercise separately; and
WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and
desire to engage in the joint exercise of power that each might exercise separately, and
WHEREAS, the CCWSD provides water, Arastewater. and irrigation quality water service
(collectively known as "utility services') in an economical and environmentally beneficial mannerto much
of the unincorporated area of Collier County: and
WHEREAS, the District also has statutory authority to provide utility services within the District
but intends to authorize the CCWSD to provide utility services within certain designated areas of the
District; and
WHEREAS, the CCWSD's service boundaries encompass the District, and
WHEREAS, the CCWSD shall incorporate certain designated lands and property within the
District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation
quality water utility services in the sarne manner and pursuant to the same ordinances and policies as
CCWSD currently provides service to all other customers located throughout the unincorporated service
area of Collier County, Florida: and
WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the
District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the
❑istrict's jurisdictional area known as Bel lmar- Village: and
WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and
Wastewater Utility Services dated June 8, 2021 and recorded on June 15. 2021 at OR 5964. Page 1671,
which Agreement is being replaced in its entirety with this Agreement; and
WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the
CCWSD, the District and the Landowner as to the exclusive provision of utility services by the CCWSD
within the Bel [in ar Village area of the District.
NOW, THEREFORE, the CCWSD, the District and the Landowner agree as follows:
The foregoing recitals are true and correct and are incorporated herein by this reference.
The Landowner and/or subsequent developers shall construct and pay for potable and irrigation
quality water mains and wastewater Facilities within the Bellmar Village development including,
but not limited to, gravity sewers, force mains, wastewater pump stations, wastewater community
pump station, and irrigation quality water mains within the Bellmar development and convey such
facilities to the CCWSD in the manner provided in the applicable CCWSD policies and County
ordinances including, but not limited to, Ordinance No. 2004-31, as amended, otherwise known as
the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards
Ordinance"), all of which as may be amended by the Board of County Commissioners from time
to time. Upon filial acceptance of facilities, CCWSD shall be responsible for maintenance and
operations of such accepted facilities.
The District shall, as shown on Exhibit B. upsize and construct the potable water and wastcwater
transmission main from the utility site to the Bellmar POC so that sufficient flows are available to
service Bellmar Village. The District will also construct the irrigation transmission main from the
utility site to the Bellmar POC to serve the Bellmar Village's demand. The improvements shall be
completed in accordance with the development schedule defined in Exhibit A.
4. The CCWSD agrees to reimburse the District for the cost of upsizing the potable water and
wastewater transmission main and for the cost of the irrigation transmission main from the utility
site to the Bellmar POC. as identified in Exhibit C. The CCWSD shall reimburse the District in an
amount not to exceed $6,109,350, which reimbursement shall be made within 60 days after filial
acceptance of the infrastructure.
5. The CCWSD agrees to provide the necessary potable/fire water design flows at a minimum
pressure of 60 psi in the potable water system at the utility site. The developers, through their
design(s), will size their systems) as required.
6. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected
wastewater flows at the utility site.
7. The CCWSD agrees to provide the necessary irrigation quality water design flows at a minimum
pressure of 60 psi in the IQ water system at the utility site.
8. The Landowner will require all developers in Belhnar to install all internal IQ system to serve
residential areas and the Village Center in accordance with the LDC to the Belhnar POC.
9. The CCWSD will install IQ meters and manage and bill residents based an their IQ water
consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the
CCWSD's water source(s). The Landowner shall pay for the cost of the IQ meter installations by
the CCWSD.
10. The Landowner within Bellmar Village agrees to pre -pay water and wastewater impact fees to the
CCWSD without expiration (the "prepayment"). Landowner shall reserve water capacity
equivalent to 650 ERCs and wastewater capacity equivalent to 350 ERCs.
! 1. The prepayment shall be due no later than thirty (30) days after Landowner's receipt and acceptance
of.
a, Ali approved and non -appealable SRA for the Bellmar Village development.
GPI
b. All required and non -appealable permits from the South Florida Water Management
District or any federal or state regulatory authorities for the first phase of development.
c. The prepayment shall be at the then current CCWSD Board approved rates for water and
wastewater impact fees: The credit for water and wastewater impact fees identified herein
shall be reduced by 50% of the prepayment per ERC for each residential unit on a building
permit issued thereon until the developrncnt is either completed or the credits are exhausted
or have been assigned as provided for in the Collier County Impact Fee Ordinance. The
developer shall be responsible for any difference between the prepayment amount per ERC
and the rate in effect at (lie time of building permit application submittal.
12. This Agreement shall remain in effect until terminated by the CCWSD, the District or the
Landowner. Any party may terminate this Agreement. with or without cause, by providing written
notice to the other parties prior to the date that either the CCWSD, the District or the Landowner
commit any affirmative act to construct or provide potable water, wastewater or irrigation quality
water utility service within the District including, but not limited to, entering into an agreement
hiring a contractor or a consultant to provide utility construction -related services in furtherance of
this Agreement. Any attempt to terminate the Agreement once any parry has incurred any expense
in furtherance of fulfilling its duties under the Agreement, without the express written consent of
the other parties, shall be considered a nullity. Termination shall be effective one hundred eighty
(180) days after receipt of said written notice. This Agreerent may be amended from time to time
upon the written consent of all parties. Any amendment to the Agreement must be in writing and
must be executed with the same formalities as this original Agreement.
13. "rite Agreement to Provide Potable Water and Wastewater Utility Services dated June 8, 2021 and
recorded on June 15, 2021 at OR 5964, Page 1671, is hereby repealed and related in its entirety
with this Agreement.
14. NOTICES. All notices required under this Agreement shall be directed to the following offices.
For the County: Office of the County Manager, 3335 East Tarniarni Trail. Suite 101. Naples,
Florida 34112. For the District/Lando►%rner: Patrick Utter, Collier Enterprises, Vice President of
Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507. Naples, Florida 34108.
15. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, defend and
hold ltarrnless the other, its officers, board members, council members, agents and employees from
and against any and all fines, suits, clairns, demands, penalties, liabilities, costs or expenses, losses,
settlements, judgments and awards and actions of whatever kind or nature, including attorney's
fees and costs (and costs and fees on appeal) and damages (including, but not limited to, actual and
consequential damages) arising from any negligent, willful or wrongful misconduct, knowing
misrepresentation or material breach of this Agreement by such party. its officers, board members,
council mernbers, agents or employees. The foregoing indemnification shall not constitute a waiver
of the CC WSD or the District's sovereign immunity beyond the limits set forth in Florida Statutes,
Section 768.28, nor shall the same be construed to constitute agreement by any party to indemnify
another party for such other party 5s negligent, willful or intentional acts or omissions.
16. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of
which shall he deerned to be an original as against any party whose signature appears thereon and
all of which shall together constitute one and the same instrument.
17. RECORDING. This Agreement shall be recorded in the Public Records of Collier County. The
County shall be responsible for recording the saute.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year
first written above.
ATTEST:'
Crystal Kinzei. Clerk .
r:
k
Clerk
Attesf as t4,'ytn�'s
$ signature Oky
as to form and
Attorney
ATTEST:
Printed
ATTEST:
Printed Name:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY:
Rick LoCastro,Chairman
4
BIG CYPR SS STEWARDSHIP I T
41 rill 0�
Patrick . Utter, President
COLLIER LAND HOLDINGS, LTD.
By. TARPON BLUE CE MANAGEMENT,
LLC, Its Sole General Partner
_f
By:
Christian Spilker, President & CEO
BELLMAR ABSORPTION SCHEDULE A
Infrastructure
Litigation/Permit Construction
By Year
2021 2022 2023 2024
202.5
2026
2027
2028
2029 ?030
2031
2032
2033
2034 2035
2036
Total
Rivergrass
Residential
Commerbal
110 200
200
250
250
250
50,000
250 250
6,000 6,000
250
18,000
250
200
40
2,500
801000
Longwater
Residential
Commercial
65 200
200
2S0
250
250
250 250
40,000 5,000
250
5,000
250
30,000
250
135 0
0
80,000
Sellmar
Residential
Commercial
110
200
225
250
250 250
50,000
250
6,000
250
6,p00
250
23,000
250 250
215
B5,000
Total
175 400
510
700
725
750
750 750
750
750
700
425 250
215' sVft
1nFracf- m-
Liti ation/Permit Construction I
Cumulative
2021 2022 2023
2024
2025
2026
2027
2028
2029 2030
2031
2032
2033
2034 2035 2036
Rlvergrass
Residential
110
310
510
760
1,010
1,260
1,510 1,760
2,010
2,260
2,460
Z500
Commercial
Longwater
Residential
65
265
465
715
965
1,215
1,465 1,715
1,965
2,215
2,465
Commercial
Bellmar
Residential
1t0
310
535
785
1,035 1,205
1,535
1,785
2,035
2,285 2,535
Commercial
Total
Re5idential
175
575
1,085
1,785
2,510
3,260
4,010 4,760
5,510
6,260
6,950
7,385 7,635 •7�&"
Commerclal
0
2025
2026
2
2
2
2030
Bellmar Advance ERC's
Water
650
650.0
595.0
495.0
382.5
257.5
132.5
ERC's at50%
155.0j
(100,0)
(112,51 _
_ 1125,0)
1125.01
(132.5
Balance ERC'5
595.0
495.0
382.5
257.5
132.5
0.0
Water
$3,382
2025
2i13lt
Im
343$
Advance ERC's
Wastewater
350
350.0
295.0
195.0
82.5
ERC'sat50%
(55.0)
(100.0)
(132,51
(82.51
Balance ERC's
295.0
195.0
82.5
0.0
Wastewater
$3,314
650
Water
$2,198,300
350
Wastewater
$1,159,900
Total Advance
$3,358,200
47th Ave NE
�GNOLI
45th Ave NE
�. 10
43rd Ave NE
oe
N 0
mRivergrass
Village -10
^
LD
T
OW n >3
12
LL
0 2004 4000
Oil Well Road (C.R,858)
LL
33rd Ave NE
31st Ave NE
29th Ave NE
m°
s
Town of Big Cypress (North)
27th Ave NE
m
a
Randall Blvd.
m
24th Ave NE
N
12
22nd Ave NE
T
U
rn
UTILITY LINE ASSOCIATED WITH
FM
20th Ave NE
I
TOBC (NORTH)
e_
18th Ave NE
7?
16th Ave NE
>UTILITY
SITE
14th Ave NE
m >i
s � �
121h Ave NE
r
a
Future Vanderbilt Exlension
loth Ave NE
r
r
Town of Big Cypress (South) 80� �Q
Utility Mains Serving
8th Ave NE
Bellmar Village
6th Ave NE
,
BELLMAR POC
4th Ave NE
`
Beltmar Village
J
2nd Ave NE j
a
LEGEND
Golden Gate Blvd E
2nd Ave. SE
� UTILITY MAINS ROUTE
UTILITY
UTILITY MAINS ROUTE
4th Ave. SE
ASSOCIATED WITH
6th Ave. SE
TOSC (NORTH)
8th Ave. 5E
Collier County Utility Agreement -- Bellmar Exhibit (B)
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Appendix F - Interlocal Agreement between CCWSD
and the Big Cypress Stewardship District
(Rivergrass Village)
INSTR 5850752 OR 5746 PG 3307 RECORDED 4/2/2020 9:48 AM PAGES 7
CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA
REC $61.00
AGREEMENT TO PROVIDE
POTABIEWAIWWADS'III'WATERANI)MWAIIONWAT=UfUMSERVICES
THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this W
day of ,'�QnW�T, 2019 by and between the Board of County Commissioners of
Collier County, Flon acting ex-officio as the Governing Goard of the Collier County Water -
Sewer District (hereinafter referred to as the "CCWSD'), the Board of Supervisors of the Big
Cypress Stewardship District (hereinafter referred to as the "District"), CDC Land Investments,
LLC and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowners").
RECITALS:
WHEREAS, Section 161 4 i a lst
of 1969 (the "Act") , authorizes th'` r tlexercise of -i
public agencies involved herein heXercise separately;
WHEREAS, the G
Act and desire to engage in
WHEREAS, the
(collectively known as "ut
to much of the unincorpoi
WHEREAS, the
District, but intends to a
areas of the District; and
WHEREAS, the CCWSD's
of Collier
has statutory auth
CSD to provide
Ida Interlocal Cooperation Act
privilege or authority that the
within the meaning of the
exercise separately; and
irrigation water service
entally beneficial manner
utility services within the
within certain designated
the District; and
WHEREAS, the CCWSD shall incorporate certain designated lands and property within
the District into CCWSD's service area to exclusively provide retail potable water, wastewater
and irrigation water, excluding the golf course irrigation within the Village (including effluent
irrigation .water, when available) utility services in the same manner and pursuant to the same
ordinances and policies as CCWSD currently provides service to all other customers located
throughout the unincorporated service area of Collier County, Florida; and
WHEREAS, the District acknowledges the CCWSD's right to offer utility services within
the District andfurther authorizes the CCWSD to exclusively provide utility services inside a
portion of the District's jurisdictional area known as Rivergrass Village; and
WHEREAS, this Agreement is intended to reduce to writing the terms and conditions
between the CCWSD, the District and the Landowners as to the exclusive provision of utility
services by the CCWSD within the Rivergrass Village area of the District.
NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows:
OR 5746 PG 3308
1. The foregoing recitals are true and correct and are incorporated herein by this reference.
2. The Landowners shall require all developers in Rivergrass to construct and pay for potable
and irrigation quality water mains and wastewater facilities within the Rivergrass Village
development including but not limited to gravity sewers, force mains and pump
stations and a community pump station and_convey such facilities to the CCWSD in
the manner provided in the applicable CCWSD policies and County ordinances,
including but not limited to Ordinance No. 2004-31, as amended, otherwise known as
the Collier County Utilities Standards and Procedures Ordinance (the "Utilities
Standards Ordinance'l, all of which as may be amended by the Board of County
Commissioners from time to time.
3. The -CCWSD shall construct potable wr tnnission mains, wastewater force mains and
irrigation water transmission Ja it i� ' 40.- ltility site to the Point of Connection
for Rivergrass Village whi i,.:be availableµ.Itr se -JJ ivergrass Village's demand in
accordance with its deve16 schedule as defined in�ied i#e A.
4. The Point of Conneotion/ shal) 6e tl a Norrtheas t corner �othe "Hyde Park SRA, as defined
on Schedule B. C7, - "K 17 ak
5. The CCWSD agrees to pi•,ppvide..the r�ec 'spary otable fir weer design flows at a minimum
pressure of 60 psi irit,6, 0 water system i the airit nf�oimection by September 30,
2020.k, s
6. The CCWSD agrees toy ,b,% ide a wastewater system- ue of 60 psi for the projected
wastewater flows at the Iii onnection by Septet 30, 2020.
7. The CCWSD agrees to provide'tte`cestr3gnhon water design flows at a minimum
pressure of 60 psi in the IQW water system at the Point of Connection by September 30,
2020.
8. The Landowner agrees to provide the IQ water distribution system basis of design for
review and approval by the CCWSD.
9. The Landowners will require all developers in Rivergrass to install an internal residential
IQ system to serve residential areas and the Village Center in accordance with the LDC to
the Point of Connection. The golf course in Rivergrass will not be required to accept IQ
water from the CCWSD and will utilize a separate Water Use Permit for its irrigation needs.
10. The CCWSD will install IQ meters and manage and bill -residents based on their IQ water
consumption at the CCWSD Board approved IQ rates for the IQ service provided
regardless of the CCWSD's water source(s).
11. The Landowners will reserve a minimum 5-acre site for future CCWSD-related utility
needs pending future development plans south of Rivergrass Village. If future
development does not occur within 15 years of the date of this agreement, the utility site
will revert back to -the Rivergrass Village development, unless the reservation is extended
2
.ono
OR 5746 PG 3309
by the Landowners.
12. The Landowners within Rivergrass Village agree to pre -pay water and wastewater impact
fees to the CCWSD without expiration (the "prepayment'). Landowners shall reserve.
water capacity equivalent to 250 ERC's and wastewater capacity equivalent to 250 ERC's
in advance.
13. The prepayment shall be due no later than thirty (30) days after Landowners' receipt and
acceptance of:
a. An approved and non -appealable SRA for the Rivergrass Village development.
b. All required and non -appealable permits from the South Florida Water
Management District or any federal or sttate regulatory authorities.
c. The prepayment shall be �a � �CCWSD Board approved rates for
water and wastewater ip ems: Tl#ed3eWa#er and wastewater impact fees
identified hereinsil be reduced by 50% 1 repayment per ERC for each
residential uni bn a,building permit issued they on urq the development is either
completed or the credit.arp exhausted*-otiave been assigned as provided for in the
Collier County Impact Fee brdihiia,e.ThO develo er shall be responsible for any
difference b0twe ri the p6pa n el i a ou f p 11 C and the rate in effect at the
time of building permit application u.4tntfta��
.°'h a x �,
14. This Agreement shall rariiai i in effect until tei'minateil by bounty, the District and the
Landowners. All pai6,ust agree in wnhng terini�iis Agreement, prior to the
date that either the C the District or the Land gwpets pbmmit any affirmative act to
construct or provide r, wastewater or imgati,water utility service within the
District, including but noto enteringainto a agreement hiring a contractor or a
consultant to provide utility constru c t- phO ervides in furtherance of this Agreement.
Any attempt to terminate the Agreement-oncd any party has incurred any expense in
furtherance of fulfilling its duties under the Agreement, without the express written consent
of the other parties, shall be considered a nullity. Termination shall be effective one
hundred eighty (180) days after receipt of said written notice. This Agreement may be
amended from time to time upon the written consent of all parties. Any amendment to the
Agreement must be in writing and must be executed with the same formalities as this
original Agreement.
15. NOTICES. All notices required under this Agreement shall be directed to the following
offices: For the County: Office of the County Manager, 3301 East Tamiami Trail, Naples,
Florida 34112. For the District/Landowners: Patrick Utter, Collier Enterprises, Vice
President of Real Estate and Club Operations, 2550 North Goodlette Road, Suite 100,
Naples, FL 34103.
16. INDEMIMICATION. To the extent allowed by law, each party agrees to indemnify,
defend and hold harmless the other, its officers, board members, council members, agents
and employees from and against any and all fines, suits, claims, demands, penalties,
liabilities, costs or expenses, losses, settlements, judgments and awards and actions of
whatever kind or nature, including attorney's fees and costs (and costs and fees on appeal)
3
CAU
OR 5746 PG 3310
and damages (including, but not limited to, actual and consequential damages) arising from
any negligent, willful or wrongful misconduct, knowing misrepresentation or material
breach of this Agreement by such party, its officers, board members, council members,
agents or employees. The foregoing indemnification shall not constitute a waiver of the
CCWSD or the District's sovereign immunity beyond the limits set forth in Florida
Statutes, Section 768.28, nor shall the same be construed to constitute agreement by any
party to indemnify another party for such other parry's negligent, willfull or intentional
acts or omissions.
17. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each
of which shall be deemed to be an original as against any party who signature appears
thereon and all of which shall together constitute one and the same instrument.
18. Recording. This Agreement OWkb4,,m M dedadt lie Records of Collier County. The
County shall beresponsible�f ftdingthesamb:�, ,0, *,
IN WITNESS WHEI�EOII ,the hereto have set\;heinhands and seals the day and
year first written above.
s�
O iY COMMISSIONERS
ATTt { .? ` COL"R (,'0 FLORIDA
rY
BY '
urt i. Saunders
Chairman
1
Annrovtd
OR 5746 PG 3311
ATTEST:
ATTEST:
, ) j- Q
- -
A eki* o-
ATTEST:
=M%Miu'F
BIG CYPRESS STEWARDSHIP DISTRICT
BY: ail �,
Patrick L. -Ner, l3resident
CDC LAND
N,
I H
A
BY:
k
Vice President
99
Vice President
OR 5746 PG 3312
Scbedule A
Rivergrass Absorption Schedule
Product Type
2021
2022
2023
2024
2026
2026
2027
2028
2029
2030Total:
Single Family
71
127
170
170
198
170
170
141
113
85
1,414
Multi -Family
54
98
130
130
152
130
130
109
87
65
1,086
Total
125
225
300
300
50
300
300
250
200
150
2; 00
*** OR 5746 PG 3313 ***
a
Best Available Image
Appendix G — Capital Improvement Schedules
CCWSD
IWSD
Port of the Islands CID
AMUC not provided by utility or publicly available
Collier County Water -Sewer District
Line
No.
Project
No.
Responsible
Project
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2024-2028
Existing 412 Water Projects
1
33842
FDEP Statewide Water Restoration
2
50105
Patrick T.
Robin B.
Integrated Asset Management Program
$
100,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
900,000
3
50154
Hurricane Irma
$
-
$
-
$
-
$
-
$
-
$
-
$
-
4
50199
COVID-19
$
-
$
-
$
-
$
-
$
-
$
-
$
-
5
1 60224
Diana D.
Lely Golf Estates (PUR)
$
-
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
20,000,000
6
70010
Jesse K.
Water Meter Renewal and Replacement Program
$
200,000
$
300,000
$
300,000
$
4,000,000
$
4,000,000
$
4,000,000
$
12,500,000
7
70014
Ben B.
Real Property/Infrastructure Audit
$
25,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
225,000
8
70019
Jesse K.
Cross Connections Program
$
50,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
4,050,000
9
70023
Shon F.
Fire Hydrants Replacement
$
25,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
425,000
10
70031
Anthony S.
Utility Master Plan
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
11
70034
Alicia A.
Water Plant Concrete Structure Rehabilitation
$
-
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
800,000
12
70041
Alicia A.
Water Lighting/ Surge Protection & Grounding
$
-
$
150,000
$
150,000
$
150,000
$
150,000
$
150,000
$
600,000
13
70045
Anthony S.
FDOT Utility Construction Projects - W
$
-
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
400,000
14
70069
Shon F.
Tom S.
Well/Plant Power System
$
3,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
7,000,000
15
70071
Anthony S.
Countywide Utility Projects - Water
$
-
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
200,000
16
70084
Mike R.
Wellfield SCADA Support Operating
$
250,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,450,000
17
70085
Tom S.
Wellfield/Raw Water Booster Station Op TSP
$
4,500,000
$
1,000,000
$
5,000,000
$
1,500,000
$
1,500,000
$
1,500,000
$
14,000,000
18
70087
Ben B.
Vanderbilt Dr WM
$
-
$
-
$
-
$
-
$
-
$
-
$
-
19
70102
Mike R.
SCRWTP SCADA Support Operating
$
300,000
$
350,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
20
70103
Tom S. Corinne T.
NE Svs Area lnterg
$
-
$
-
$
-
$
-
$
-
$
-
$
-
21
70104
Tom S.
Water Plant Compliance
$
1,200,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
1,600,000
22
70109
Alicia A.
Lime Treatment TSP
$
-
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,200,000
23
70111
Close/BA
NCRWTP Facilities
$
-
$
-
$
-
$
-
$
-
$
-
$
-
24
70113
Matt F.
Facility Infrastructure Maint Water
$
15,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,215,000
25
70114
Matt F.
Infrastructure TSP Field Ops-Water
$
-
$
150,000
$
150,000
$
150,000
$
150,000
$
150,000
$
600,000
26
70118
Matt F.
Robin B.
Infrastructure TSP -Water Plants
$
500,000
$
1,300,000
$
400,000
$
400,000
$
400,000
$
400,000
$
2,100,000
27
70120
Diana D.
Naples Pk Basin Optimization
$
2,300,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
-
$
17,300,000
28
70121
Annia M.
Utility Billing Customer Sery Software
$
10,000
$
-
$
-
$
-
$
-
$
-
$
10,000
29
70122
Diana D.
VB DR CDS Basin 101
$
-
$
-
$
-
$
-
$
-
$
-
$
-
30
70123
Diana D.
Naples Park Water Main Replacement
$
-
$
-
$
-
$
-
$
-
$
$
31
70125
Close/BA
BCHS W Main Replacement - Close Out
$
-
$
-
$
-
$
-
$
-
32
70129
Ben B.
VBR WM Replacement -Apt. to US41
$
-
$
-
$
-
$
-
$
-
33
70131
Jesse K.
Large Meters Renewal & Replacement
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,000,000
$
1,000,000
$
3,400,000
34
70132
Close/BA
SCRWTP Power Systems Reliability
$
-
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
400,000
35
70134
Close/BA
Imp GC Blvd WM Replacement Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
36
70135
Alicia A.
SCRWTP Reactor #4
$
-
$
-
$
-
$
-
$
-
$
-
$
-
37
70136
Alicia A.
Tom S.
Water Plant Capital Projects
$
1,600,000
$
250,000
$
250,000
$
250,000
$
250,000
$
250,000
$
2,600,000
38
70167
Government Operations Business Park
$
-
$
-
$
-
$
-
$
-
$
-
$
-
39
70173
Tom S.
Orangetree Plant TSP (op)
$
-
$
$
-
$
-
$
-
$
-
$
-
40
70174
Diana D.
Shon F.
Distribution Capital Projects (unplanned)
$
-
$
$
1,500,000
$
2,000,000
$
2,500,000
$
1,000,000
$
7,000,000
41
70176
Ben B.
Goodland
$
-
$
-
42
70179
Close/BA
Orangetree HSP & Chloramine Systems Close out Project
$
-
$
$
-
$
-
$
-
$
-
$
43
70180
Diana D.
Ben B.
Warren St. Looping
$
-
$
$
-
$
-
$
-
$
$
Line
No.
Project
No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2024-2028
44
70181
Alicia A.
Ben B.
Diana D.
Trail Blvd. WM Replacement
$
-
$
-
$
-
$
$
-
$
$
45
70185
Diana D.
Ben B.
YMCA Road AC WM Replacement
$
-
$
$
-
$
-
$
-
$
$
46
70188
Alicia A.
Twin Eagles Mon Panl
$
-
$
$
-
$
-
$
-
$
$
47
70189
Close/BA
Cyber Security SCADA
$
-
$
$
-
$
-
$
-
$
$
48
70192
Close
Palm River Bridge Pipe Replacement Close out Project
$
-
$
$
-
$
-
$
-
$
-
$
49
70194
Craig P.
NE Utility Facilities
$
-
$
$
-
$
-
$
-
$
-
$
50
70195
Diana D.
Pelican Ridge AC Pipe Removal
$
-
$
-
$
-
$
-
$
-
$
-
$
-
51
70196
Tom S.
Tamiami Wellfield
$
-
$
-
$
1,800,000
$
1,800,000
$
3,600,000
52
70197
Close/BA
Lely PUR
$
-
$
-
53
70202
Anthony S.
Collier County Utility Standards
$
20,000
$
20,000
$
20,000
$
20,000
$
20,000
$
20,000
$
100,000
54
70220
Close
Golden Gate Interconnect Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
55
70222
Corinne T.
Shon F.
Ben B.
Golden Gate City Utility Compliance
$
-
$
-
$
900,000
$
-
$
-
$
-
$
900,000
56
70229
Shon F.
I-75 / CR951 Utility
$
-
$
-
$
-
$
-
$
-
$
-
$
-
57
70242
Close/BA
SCRWTP Ion Exchange Improvements
$
-
$
-
$
-
$
-
$
-
$
-
$
58
70244
Transportation
VBR Extension - Utility Relocations
$
-
$
-
$
-
$
-
$
-
$
-
$
59
70247
Close/BA
US 41 N Utility Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
60
70248
Diana D.
US 41 East WM Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
61
70257
Diana D.
Palm River PUR
$
4,500,000
$
5,000,000
$
-
$
5,000,000
$
-
$
5,000,000
$
14,500,000
62
70258
Tom S.
NCRWTP Degasifiers Mods
$
-
$
-
$
-
$
-
$
-
$
-
$
63
70260
Ben B.
Goodland Commercial Water Main Replacement
$
-
$
-
$
-
$
64
70261
Plant/Pump Station Asphalt Overlay Program (Const)
$
-
$
-
65
70263
Shon F.
Golden Gate WTP
$
-
66
70264
Manatee Pump Station Yard Piping Improvements
$
-
$
3,000,000
$
-
$
3,000,000
$
-
$
$
3,000,000
67
70265
Manatee Road Water Main Improvements
$
-
$
1,000,000
$
-
$
1,000,000
$
-
$
11000,000
68
70267
Tom S.
NCRWTP Concentrate Well Pumps & Motor
$
-
$
-
69
70268
Cast Iron Water Main Replacement (Carica P.S to Airp)
$
-
$
-
$
-
$
-
70
70271
Ben B.
Tamiami Raw WM Replacement
$
-
$
-
$
-
71
70273
Generator Replacement Program
$
-
$
4,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
20,000,000
72
70275
WM Repl Carlton & Catts
$
-
$
2,000,000
$
2,000,000
$
-
$
4,000,000
73
70276
Alicia A.
Goodland PS Improvements
$
-
$
3,000,000
$
-
$
31000,000
74
70277
Tom S.
NCRWTP Nano Skid Rehab
$
-
$
-
$
-
75
70282
Diana D.
Pine Ridge Road Utility Relocation
$
-
$
-
76
71009
Dave M.
Water Security Systems
$
150,000
$
400,000
$
200,000
$
200,000
$
400,000
$
400,000
$
1,350,000
77
71010
Water
Distribution System TSP
$
-
$
1,000,000
$
400,000
$
400,000
$
400,000
$
400,000
$
1,600,000
78
71055
Mike R.
NCRWTP SCADA Support Operating
$
150,000
$
300,000
$
150,000
$
150,000
$
300,000
$
300,000
$
1,050,000
79
71056
Mike R.
SCADA Compliance Assurance Program- Water
$
100,000
$
125,000
$
125,000
$
125,000
$
125,000
$
125,000
$
600,000
80
71057
Tom S.
Membrane Replacement & Interstage Booster
$
1,400,000
$
-
$
-
$
-
$
-
$
-
$
1,400,000
81
71058
PUD
General Legal Services
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
82
71063
Alicia A.
Water Plant Variable Frequency Drives
$
-
$
275,000
$
275,000
$
275,000
$
275,000
$
275,000
$
1,100,000
83
71065
Alicia A.
Ben B.
SCRWTP Operating TSP
$
600,000
$
600,000
$
600,000
$
600,000
$
600,000
$
600,000
$
3,000,000
84
71066
Tom S.
NCRWTP Operating TSP
$
1,000,000
$
600,000
$
600,000
$
600,000
$
600,000
$
600,000
$
3,400,000
85
71067
Shon F.
Distribution Repump Station TSP
$
100,000
$
300,000
$
100,000
$
100,000
$
300,000
$
300,000
$
900,000
86
75005
Alicia A.
Wellfield Program Management
$
-
$
100,000
$
50,000
$
50,000
$
150,000
$
150,000
$
400,000
87
75017
Ben B.
PUD Hydraulic Modeling
$
50,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
450,000
88
75018
Katrina L.
Financial Services
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
150,000
89
75019
Anthony S.
GM -Comprehensive Planning Technical Support
$
250,000
$
25,000
$
25,000
$
25,000
$
25,000
$
25,000
$
350,000
Line
No.
Project
No.
Responsible
roject
L
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2024-2028
New 412
Water Projects
$
90
70262
Golden Gate City PUR
$ -
$ -
$ -
$ 500,000
$ 2,000,000
$ 2,000,000
$ 4,500,000
91
WNEWI 1
TBD
Variable TDS Treatment Bridge -the -Gap
$ -
$ -
$ 2,000,000
$ 2,000,000
92
WNEW12
TBD
SCRWTP Odor Control - RO
$ -
$ -
$ -
$ 2,000,000
$ 2,000,000
93
WNEW13
TBD
Raw Water Main Fusible PVC Replacement
$ -
$ -
$ -
$ -
$ -
$ -
$ -
94
70286
TBD
PCCP Replacement (Phl - Carica PS to Airport)
$ 300,000
$ -
$ -
$ 300,000
95
70285
TBD
Airport Road Cast Iron Water Main Repl (VBR to Pine Ridge)
$ 500,000
$ 500,000
$ 6,500,000
$ 7,000,000
96
WNEW 19
TBD
Water Main Replacement with high failure rates
$ -
$ 300,000
$ 2,000,000
$ 2,000,000
$ 4,300,000
97
WNEW20
TBD
Tamiami Raw Water Main under Golden Gate Canal
$ -
$ -
98
70283
Shon F.
Ben B.
SCRWTP Improvements/Expansion
$ -
$ 2,000,000
$ 5,000,000
$ 5,000,000
$ 5,000,000
$ 17,000,000
99
70287
TBD
NCRWTP Facility Plan/Improvements/Reliability Expansion
$ 1,000,000
$ 1,000,000
WNEW24
Future PUR (Cast Iron WM replacement near Carica)
$ 2,000,000
$ 500,000
$ 2,000,000
$ 2,500,000
WNEW25
CCWSD Building
$ 5,000,000
$ -
TOTAL FUND 412 WATER Projects
$ 24,575,000
$ 42,025,000
$ 46,575,000
$ 47,175,000
$ 46,325,000
$ 44,025,000
$ 208,675,000
Existing 419 Bond Funded Projects
Water Impact Fee
109
70194
Craig P.
Perimeter Wellfield Design Update
$ 2,620,804
$
$ -
$ -
$ -
$
$ 2,620,804
110
70194
Craig P.
Drill perimeter wells (14 wells — $1.75M/well)
$ 25,000,000
$
$ -
$ -
$
$ 25,000,000
111
70194
Craig P.
CEI & CA - Drill perimeter wells (14 wells — $1.75M/well)
$ 5,000,000
$
$ -
$ -
$ -
$
$ 5,000,000
112
70194
Craig P.
Construct deep injection well
$ 12,500,000
$
$ -
$ -
$ 12,500,000
113
70253
Ben B.
Liz G.
Golden Gate City Utility Ph 1 & 2 (Transmission)
$ -
$ -
TOTAL FUND 419 WATER Impact Fee or
$ 45,120,804
$ -
$ -
$ -
$ -
$ -
$ 45,120,804
Existing 419 Bond Funded Projects Water User Fee
114
70167
1
Government Operations Business Park (User Fee)
$ -
$ -
$ -
$ -
$
$ -
TOTAL FUND 419 WATER User Fee
$ -
$ -
TOTAL FUND 419 WATER Projects
$ 42,500,000
$ -
$ -
$ -
$ -
$ -
$ 42,500,000
Projects which will require Commercial Paper
115
70194
Craig P.
Town of Big Cypress Water Reimbursement+ 10% CEI (Impact Fee)
$ 1,198,450
$ 1,198,450
116
70194
Craig P.
Belmar Water Reimbursement + 10% CEI (Impact Fee)
$ 1,798,060
$ 1,798,060
TOTAL Projects which will require Commercial Paper
$ -
$ -
$ 2,996,510
$ -
$ -
$ -
$ 2,996,510
Projects which will require Bond/Loan -Impact Fee / User Fee
115
70194
Craig P.
Const South Wellfield (5 wells) - 50% W, 50% WW - IQ
$ -
$ 3,750,000
$
$ -
$ 3,750,000
116
70194
Craig P.
CEI & CA - Const South Wellfield (5 wells) - 50% W, 50% WW - IQ
$ -
$ 750,000
$ -
$ 750,000
117
70194
Craig P.
Construct 10 mgd NECWTP (Impact Fee)
$ -
$ -
$ -
$ -
$
$ -
118
70194
Craig P.
CEI & CA - 10 mgd NECWTP (Impact Fee)
$ -
$ -
$ -
$
$ -
119
70194
Craig P.
Construct Perimeter Wellfield (14 wells)
$ -
120
70194
Craig P.
CEI & CA - Construct Perimeter Wellfield (14 wells)
$ -
121
70194
Craig P.
Construct Common Area Facilities
$ -
$ -
122
70194
Craig P.
CEI & CA - Construct Common Area Facilities
$ -
$ -
123
70194
Craig P.
INorth Collier Aquifer Analysis
$ -
$ -
TOTAL Projects which will require Bond/Loan -Impact Fee / User Fee
$ -
$ -
$ 4,500,000
$ -
$ -
$ -
$ 4,500,000
Line
No.
Project
No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2024-2028
Total Water Impact Fee Projects (411)
$ -
$ -
$ -
$ -
$ -
$ -
$ -
Total Water User Fees Projects (412)
$ 24,575,000
$ 42,025,000
$ 46,575,000
$ 47,175,000
$ 46,325,000
$ 44,025,000
$ 208,675,000
Total NE Bond Funded Projects (415)
$ -
$ -
$ -
$ -
$ -
$ -
$ -
Total NE Bond Funded Projects (419)
$ 42,500,000
$ -
$ -
$ -
$ -
$ -
$ 42,500,000
Total Commercial Paper Funded Projects (420)
$ -
$ -
$ 2,996,510
$ -
$ -
$ -
$ 2,996,510
Total Future Bond
$ -
$ -
$ 4,500,000
$ -
$ -
$ -
$ 4,500,000
TOTAL WATER PROJECTS (411, 412 & 415) excl new loans (419)
$ 241575,000
$ 42,025,000
$ 46,575,000
$ 47,175,000
$ 46,325,000
$ 44,025,000
$ 208,675,000
TOTAL WATER PROJECTS (411, 412, 415 & incl new loans 419) 1 $ 67,075,000 1 $ 42,025,000 1 $ 46,575,000 1 $ 47,175,000 1 $ 46,325,000 1 $ 44,025,000 1 $ 251,175,000
Line
No.
Project
No.
Project Name
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY2033
FY 2029-2033
Summary
FY 2023-2032
Existing 412 Water Projects
2
50105
Integrated Asset Management Program
$
900,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,900,000
3
50154
Hurricane Irma
$
-
$
-
$
-
$
-
$
-
$
-
4
50199
COVID-19
$
-
$
-
$
-
$
-
$
-
$
-
5
1 60224
Lely Golf Estates (PUR)
$
20,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
25,000,000
$
45,000,000
6
70010
Water Meter Renewal and Replacement Program
$
12,500,000
$
4,000,000
$
4,000,000
$
4,000,000
$
4,000,000
$
4,000,000
$
20,000,000
$
32,500,000
7
70014
Real Property/Infrastructure Audit
$
225,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
$
475,000
8
70019
Cross Connections Program
$
4,050,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
9,050,000
9
70023
Fire Hydrants Replacement
$
425,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
925,000
10
70031
Utility Master Plan
$
500,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
1,000,000
11
70034
Water Plant Concrete Structure Rehabilitation
$
800,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,800,000
12
70041
Water Lighting/ Surge Protection & Grounding
$
600,000
$
150,000
$
150,000
$
150,000
$
150,000
$
150,000
$
750,000
$
1,350,000
13
70045
FDOT Utility Construction Projects - W
$
400,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
900,000
14
70069
Well/Plant Power System
$
7,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
12,000,000
15
70071
Countywide Utility Projects - Water
$
200,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
$
450,000
16
70084
Wellfield SCADA Support Operating
$
1,450,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
2,950,000
17
70085
Wellfield/Raw Water Booster Station Op TSP
$
14,000,000
$
6,500,000
$
1,500,000
$
1,500,000
$
1,500,000
$
1,500,000
$
12,500,000
$
26,500,000
18
70087
Vanderbilt Dr WM
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
19
70102
SCRWTP SCADA Support Operating
$
1,500,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
3,000,000
20
70103
NE Svs Area Interg
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
21
70104
Water Plant Compliance
$
1,600,000
$
100,000
$
100,000
$
100,000
$
1007000
$
100,000
$
500,000
$
2,100,000
22
70109
Lime Treatment TSP
$
1,200,000
$
300,000
$
300,000
$
300,000
$
3007000
$
3007000
$
17500,000
$
2,700,000
23
70111
NCRWTP Facilities
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
24
70113
Facility Infrastructure Maint Water
$
1,215,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
2,715,000
25
70114
Infrastructure TSP Field Ops-Water
$
600,000
$
150,000
$
150,000
$
150,000
$
150,000
$
150,000
$
750,000
$
1,350,000
26
70118
Infrastructure TSP -Water Plants
$
2,100,000
$
400,000
$
400,000
$
400,000
$
400,000
$
400,000
$
2,000,000
$
4,100,000
27
70120
Naples Pk Basin Optimization
$
17,300,000
$
-
$
-
$
-
$
-
$
-
$
-
$
17,300,000
28
70121
Utility Billing Customer Sery Software
$
10,000
$
$
-
$
-
$
-
$
$
-
$
10,000
29
70122
VB DR CDS Basin 101
$
-
$
$
-
$
-
$
-
$
$
-
$
-
30
70123
Naples Park Water Main Replacement
$
-
$
$
-
$
-
$
-
$
-
$
-
$
-
31
70125
BCHS W Main Replacement - Close Out
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
32
70129
VBR WM Replacement -Apt. to US41
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
33
70131
Large Meters Renewal & Replacement
$
3,400,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
8,400,000
34
70132
SCRWTP Power Systems Reliability
$
400,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
900,000
35
70134
Imp GC Blvd WM Replacement Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
36
70135
SCRWTP Reactor #4
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
37
70136
Water Plant Capital Projects
$
2,600,000
$
250,000
$
250,000
$
250,000
$
250,000
$
250,000
$
1,250,000
$
3,850,000
38
70167
Government Operations Business Park
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
39
70173
Orangetree Plant TSP (op)
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
40
70174
Distribution Capital Projects (unplanned)
$
7,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
12,000,000
70176
Goodland
$
-
I
1
$
-
42
70179
Orangetree HSP & Chloramine Systems Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
43
70180
Warren St. Looping
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
Project
No.
Project Name
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY2033
FY 2029-2033
Summary
FY 2023-2032
44
70181
Trail Blvd. WM Replacement
$
$
$
$
$
-
$
$
-
$
-
45
70185
YMCA Road AC WM Replacement
$
-
$
$
$
-
$
-
$
$
-
$
-
46
70188
Twin Eagles Mon Panl
$
-
$
$
$
-
$
-
$
$
-
$
-
47
70189
Cyber Security SCADA
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
48
70192
Palm River Bridge Pipe Replacement Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
49
70194
NE Utility Facilities
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
50
70195
Pelican Ridge AC Pipe Removal
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
51
70196
Tamiami Wellfield
$
3,600,000
$
1,800,000
$
1,800,000
$
1,800,000
$
5,400,000
$
9,000,000
52
70197
Lely PUR
$
-
$
-
$
-
$
-
$
-
53
70202
Collier County Utility Standards
$
100,000
$
20,000
$
20,000
$
20,000
$
20,000
$
20,000
$
100,000
$
200,000
54
70220
Golden Gate Interconnect Close out Project
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
55
70222
Golden Gate City Utility Compliance
$
900,000
$
-
$
-
$
-
$
-
$
-
$
$
900,000
56
70229
I-75 / CR951 Utility
$
-
$
-
$
-
$
-
$
-
$
$
-
$
-
57
70242
SCRWTP Ion Exchange Improvements
$
-
$
-
$
-
$
-
$
-
$
$
-
$
-
58
70244
VBR Extension - Utility Relocations
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
59
70247
US 41 N Utility Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
60
70248
US 41 East WM Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
61
70257
Palm River PUR
$
14,500,000
$
-
$
5,000,000
$
-
$
-
$
-
$
5,000,000
$
19,500,000
62
70258
NCRWTP Degasifiers Mods
$
-
$
-
$
-
$
-
$
-
$
-
63
70260
Goodland Commercial Water Main Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
64
70261
Plant/Pump Station Asphalt Overlay Program (Const)
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
65
70263
Golden Gate WTP
$
-
$
-
$
-
$
-
$
-
$
-
$
$
-
66
70264
Manatee Pump Station Yard Piping Improvements
$
3,000,000
$
-
$
-
$
-
$
-
$
-
$
$
3,000,000
67
70265
Manatee Road Water Main Improvements
$
1,000,000
$
-
$
$
-
$
-
$
$
-
$
1,000,000
68
70267
NCRWTP Concentrate Well Pumps & Motor
$
-
$
$
$
-
$
-
$
$
-
$
-
69
70268
Cast Iron Water Main Replacement (Carica P.S to Airp)
$
-
$
$
$
-
$
-
$
$
-
$
-
70
70271
Tamiami Raw WM Replacement
$
-
$
-
$
-
$
-
$
-
$
$
-
$
-
71
70273
Generator Replacement Program
$
20,000,000
$
-
$
-
$
-
$
-
$
$
-
$
20,000,000
72
70275
WM Repl Carlton & Catts
$
4,000,000
$
-
$
-
$
-
$
-
$
$
-
$
4,000,000
73
70276
Goodland PS Improvements
$
3,000,000
$
-
$
-
$
-
$
-
$
-
$
-
$
3,000,000
74
70277
NCRWTP Nano Skid Rehab
$
-
$
-
$
-
$
-
$
-
$
-
$
$
-
70282
Pine Ridge Road Utility Relocation
$
-
$
-
76
71009
Water Security Systems
$
1,350,000
$
400,000
$
400,000
$
400,000
$
400,000
$
400,000
$
2,000,000
$
3,350,000
77
71010
Distribution System TSP
$
1,600,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
6,600,000
78
71055
NCRWTP SCADA Support Operating
$
1,050,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
2,550,000
79
71056
SCADA Compliance Assurance Program- Water
$
600,000
$
125,000
$
125,000
$
125,000
$
125,000
$
125,000
$
625,000
$
1,225,000
80
71057
Membrane Replacement & Interstage Booster
$
1,400,000
$
-
$
-
$
-
$
-
$
-
$
-
$
1,400,000
81
71058
General Legal Services
$
250,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
$
500,000
82
71063
Water Plant Variable Frequency Drives
$
1,100,000
$
275,000
$
275,000
$
275,000
$
275,000
$
275,000
$
1,375,000
$
2,475,000
83
71065
SCRWTP Operating TSP
$
3,000,000
$
600,000
$
600,000
$
600,000
$
600,000
$
600,000
$
3,000,000
$
6,000,000
84
71066
NCRWTP Operating TSP
$
3,400,000
$
600,000
$
600,000
$
600,000
$
600,000
$
600,000
$
3,000,000
$
6,400,000
85
71067
Distribution Repump Station TSP
$
900,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
2,400,000
86
75005
Wellfield Program Management
$
400,000
$
150,000
$
150,000
$
150,000
$
150,000
$
150,000
$
750,000
$
1,150,000
87
75017
PUD Hydraulic Modeling
$
450,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
950,000
88
75018
Financial Services
$
150,000
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
150,000
$
300,000
89
75019
GM Comprehensive Planning Technical Support
$
350,000
$
25,000
$
25,000
$
25,000
$
25,000
$
25,000
$
125,000
$
475,000
NO
Line
No.
Project
No.
Project Name
6.
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 203
FY2033
FY 2029-2033
Summary
FY 2023-2032
New 412 Water
Projects
$ -
$ -
$ -
90
70262
Golden Gate City PUR
$ 4,500,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 10,000,000
$ 14,500,000
91
WNEW11
Variable TDS Treatment Bridge -the -Gap
$ 2,000,000
$ 7,000,000
$ 7,000,000
$ 7,000,000
$ -
$ 21,000,000
$ 23,000,000
92
WNEW12
SCRWTP Odor Control - RO
$ 2,000,000
$ 2,000,000
$ -
$ -
$ -
$ 2,000,000
$ 4,000,000
93
WNEW13
Raw Water Main Fusible PVC Replacement
$ -
$ -
$ -
$ -
$ -
$ -
$ -
94
70286
PCCP Replacement (Phl - Carica PS to Airport)
$ 300,000
$ 4,000,000
$ 4,000,000
$ 4,000,000
$ 12,000,000
$ 12,300,000
95
70285
Airport Road Cast Iron Water Main Repl (VBR to Pine Ridge)
$ 7,000,000
$ -
$ 7,000,000
96
WNEW19
Water Main Replacement with high failure rates
$ 4,300,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 2,000,000
$ 10,000,000
$ 14,300,000
97
WNEW20
Tamiami Raw Water Main under Golden Gate Canal
$ -
$ -
98
70283
SCRWTP Improvements/Expansion
$ 17,000,000
$ 5,000,000
$ 5,000,000
$ 5,000,000
$ 5,000,000
$ 5,000,000
$ 25,000,000
$ 42,000,000
NCRWTP Facility Plan/Improvements/Reliability Expansion
$ -
WNEW23
Future PUR
$ 2,500,000
$ 2,000,000
$ 5,000,000
$ 7,000,000
$ 9,500,000
WNEW24
JCCWSD Building
$ -
$ -
$ -
TOTAL FUND
412 WATER Projects
$ 207,675,000
$ 46,425,000
$ 42,625,000
$ 45,425,000
$ 39,625,000
$ 36,425,000
$ 210,525,000
$ 418,200,000
Existing 419 Bond Funded Projects Water Impact Fee
109
70194
#REF!
$ 2,620,804
$ -
$ -
$ -
$ -
$ -
$ -
$ 2,620,804
110
70194
CEI & CA - Drill perimeter wells (14 wells — $1.75M/well)
$ 25,000,000
$
$ -
$ -
$ -
$
$ -
$ 25,000,000
111
70194
0
$ 5,000,000
$
$ -
$ -
$ -
$
$ -
$ 5,000,000
112
70194
Construct deep injection well
$ 12,500,000
$ -
$ 12,500,000
113
70253
Golden Gate City Utility Ph 1 & 2 (Transmission)
$ -
$ -
$ -
TOTAL FUND
419 WATER Impact Fee
$ 45,120,804
$ -
$ -
$ -
$ -
$ -
$ 45,120,804
Existing 419 Bond Funded Projects Water User Fee
114
1 70167
1 Government Operations Business Park (User Fee)
$ -
$
$
$ -
$ -
$
$ -
$ -
TOTAL FUND 419 WATER User Fee
$ -
$ -
$ -
$ -
$ -
$ -
$ -
TOTAL FUND
419 WATER Projects
$ 42,500,000
$ -
$ -
$ -
$ -
$ -
$ 45,120,804
115
70170
Town of Big Cypress Water Reimbursement + 10% CEI
(Impact Fee)
$ 1,198,450
$
$ -
$ -
$ -
$
$ -
$ 1,198,450
116
1 70171
1 Belmar Water Reimbursement + 10% CE1(Impact Fee)
$ 1,798,060
$
$ -
$ -
$ -
$
$ -
$ 1,798,060
TOTAL Projects which will require Commercial Paper
$ 2,996,510
$ -
$ -
$ -
$ -
$ -
$ -
$ 2,996,510
Proje
Projects which will require Bond/Loan - User Fee
115
70194
Const South Wellfield (5 wells) - 50% W, 50% WW - IQ
$ 3,750,000
$
$ -
$ -
$ -
$
$ -
$ 3,750,000
116
70167
CCEWI & CQA - Const South Wellfield (5 wells) - 50% W, 50%
$ 750,000
$ -
$
$ -
$ -
$
$ -
$ 750,000
117
70194
Construct 10 mgd NECWTP (Impact Fee)
$ -
$ 146,900,000
$
$ -
$ -
$
$ 146,900,000
$ 146,900,000
118
70194
CEI & CA - 10 mgd NECWTP (Impact Fee)
$ -
$ 29,380,000
$
$ -
$ -
$
$ 29,380,000
$ 29,380,000
119
70194
Construct Perimeter Wellfield (14 wells)
$ -
$ 21,000,000
$ 21,000,000
$ 21,000,000
120
70194
CEI & CA - Construct Perimeter Wellfield (14 wells)
$ -
$ 4,200,000
$ 4,200,000
$ 4,200,000
121
70168
Construct Common Area Facilities
$ -
$ 15,000,000
$
$ -
$ -
$
$ 15,000,000
$ 15,000,000
122
70169
CE1 & CA - Construct Common Area Facilities
$ -
$ 3,000,000
$
$ -
$ -
$
$ 3,000,000
$ 3,000,000
123
1 70172
North Collier Aquifer Analysis
$ -
$ 800,000
$
$ -
$ -
$ -
$ 800,000
$ 800,000
TOTAL Projects which will require Bond/Loan - User Fee
$ 4,500,000
$ 220,280,000
$ -
$ -
$ -
$ -
$ 220,280,000
$ 224,780,000
Line
No.
Project
No.
Project Name
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY2033
FY 2029-2033
Summary
FY 2023-2032
Total Water Impact Fee Projects (411)
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Total Water User Fees Projects (412)
$
208,675,000
$
46,425,000
$
42,625,000
$
45,425,000
$
39,625,000
$
36,425,000
$
210,525,000
$
419,200,000
Total NE Bond Funded Projects (415)
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Total NE Bond Funded Projects (419)
$
42,500,000
$
-
$
-
$
-
$
-
$
-
$
-
$
42,500,000
Total Commercial Paper Funded Projects (420)
$
2,996,510
$
-
$
-
$
-
$
-
$
-
$
-
$
2,996,510
Total Future Bond
$
4,500,000
$
220,280,000
$
-
$
-
$
-
$
-
$
220,280,000
$
224,780,000
TOTAL WATER PROJECTS (411, 412 & 415) excl new loans (419)
1 $
208,675,000
$
46,425,000
$
42,625,000
$
45,425,000
$
39,625,000
$
36,425,000
$
210,525,000
$
419,200,000
TOTAL WATER PROJECTS (411, 412, 415 & incl new loans 419)
Is
251,175,000
$
46,425,000
$
42,625,000
1 $
45,425,000
1 $
39,625,000
1 $
36,425,000
1 $
210,525,000
$
461,700,000
2022 WASTEWATER 10-YEAR CIP PLAN UPDATE
CAPITAL IMPROVEMENT PROJECTS 2023-2027
WASTEWATER (NON -IQ) AND IRRIGATION QUALITY (IQ) WATER
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
Existing 414 Wastewater (Non -IQ) Projects
$
-
1
33842
FDEP Statewide Water Restoration
$
-
2
50105
Facilities
Integrated Asset Management Program
$
200,000
$
200,000
S
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
3
50110
Biosolids Reuse Facility
$
-
$
-
$
-
$
-
$
-
$
-
4
50154
Close/BA
Hurricane Irma
$
-
$
-
$
-
$
-
$
-
$
-
5
50196
Matt F.
Chiller NCWRF Ops Bldg
$
-
$
-
$
-
$
-
$
-
$
-
6
50199
Close/BA
COVID-19
$
-
$
-
$
-
$
-
$
-
$
-
7
50391
Harry R.
WW Hurricane Resiliency
$
-
$
-
$
-
$
-
$
-
$
-
8
60224
Liz G.
Stormwater
Lely Golf Estates
$
675,000
$
6,000,000
$
6,000,000
$
6,000,000
$
6,000,000
$
6,000,000
$
000
24,675,000
9
70014
Ben B.
Real Property/Infrastructure Audit
$
80,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
280,000
10
70031
Anthony S.
Utilities Master Plan
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
11
70043
Close/BA
Gravity Sewers TSP CAP
$
-
$
-
$
-
$
-
$
-
$
-
12
70044
Close/BA
Force Main Improvements Cap
$
-
$
-
$
-
$
-
$
-
$
-
13
70046
Wastewater Pump Station TSP
$
-
$
-
$
-
$
-
$
-
$
-
14
70050
Close/BA
Master Pump Stations TSP Cap
$
-
$
-
$
-
$
-
$
-
$
-
15
70053
Close/BA
NCWRF Power System TSP
$
-
$
-
$
-
$
-
$
-
$
-
16
70055
Close/BA
SCWRF Power System Cap
$
-
$
-
$
-
$
-
$
-
$
-
17
70060
Mike R.
NCWRF SCADA Support Operating TSP
$
350,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,550,000
18
70061
Mike R.
SCWRF SCADA Support Operating TSP
$
350,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,550,000
19
70103
Close/BA
NE Svs Area Interg
$
-
$
-
$
-
$
-
$
-
$
-
20
70117
Robin B.
Dayan H.
WW Remote Sites MSP
$
80,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
880,000
21
70119
Robin B.
Matt F.
WW Treatment Plants MSP
$
-
$
400,000
$
400,000
$
400,000
$
400,000
$
400,000
$
1,600,000
22
70120
Diana D.
Naples Pk Basin Optimization
$
8,000,000
$
5,500,000
$
8,000,000
$
8,000,000
$
8,000,000
$
8,000,000
$
40,000,000
23
70121
Annia M.
Utility Billing Customer Sery Software
$
10,000
$
-
$
-
$
-
$
-
$
-
$
10,000
24
70122
Close/BA
VB DR CDS Basin 101
$
-
$
-
$
-
$
-
$
-
$
-
25
70139
Corinne T.
Diana D.
Damian C.
Basin 101 Program Capital
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
26
70141
Zamira D.
Basin 305 Program Capital (Pump Stations)
$
500,000
$
2,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
12,500,000
27
70142
Ismael I.
Basin 306 Program Capital
$
-
$
1,000,000
$
1,500,000
$
1,500,000
$
1,500,000
$
1,500,000
$
6,000,000
28
70143
Lourdes S.
Gravity Transmission Systems TSP
$
-
$
-
$
-
$
-
$
-
$
-
29
70144
Corinne T.
Damain C.
Force Main Transmission Systems TSP
$
100,000
$
250,000
$
200,000
$
300,000
$
300,000
$
300,000
$
1,200,000
30
70145
Corinne T.
WW Pump Station TSP
$
50,000
$
-
$
-
$
-
$
-
$
-
$
50,000
31
70146
Close/BA
Master PS TSP Op
$
-
$
-
$
-
$
-
$
-
$
-
32
70147
Close/BA
Collections Power System TSP
$
-
$
-
$
-
$
-
$
-
$
-
33
70148
Peter S.
Wayne K.
Water Reclamation Facilities TSP
$
1,000,00A
$
4,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
5,000,000
$
21,000,000
34
70149
Wayne K.
Craig P.
NCWRF New Headworks
$
4,094,200
$
10,000,000
$
12,500,000
$
12,500,000
$
-
$
-
$
29,094,200
35
70164
Close/BA
WW Collections SCADA Telemetry
$
-
$
-
$
-
$
-
$
-
$
-
36
70167
Facilities
Government Operations Business Park
$
-
$
-
$
-
$
-
$
-
$
-
37
70173
Ben B.
Peter S.
Tom S.
Orangetree Compliance
$
100,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
Wb
1,300,000
38
70183
Close/BA
Pump Station 300.06
$
-
$
-
$
-
$
-
$
-
$
-
39
70189
Mike R.
Cyber Security SCADA
$
-
$
-
$
-
$
-
$
-
$
-
40
70192
Close/BA
Palm River Bridge Pipe Replacement
$
-
$
-
$
-
$
-
$
-
$
-
41
70194
Craig P.
NE Utility Facilities
$
-
$
-
$
-
$
-
$
-
$
-
42
70202
Harry R.
County Utility Standards
$
-
$
25,000
$
25,000
$
25,000
$
25,000
$
25,000
$
100,000
43
70204
Peter S.
SCWRF IQ Storage Improvements
$
-
$
-
$
-
$
-
$
-
$
-
44
70207
Ismael I.
MPS 301 Rehabilitation
$
750,000
$
-
$
-
$
-
$
-
$
-
$
750,000
45
70208
Close/BA
PS 302.07 Gravity Sewer
$
-
$
-
$
-
$
-
$
-
$
-
46
70213
Close/BA
MPS 300 Rehab
$
-
$
-
$
-
$
-
$
-
$
-
47
70214
Dan R.
MPS 107 Re -Configuration
$
-
$
-
$
-
$
-
$
-
$
-
48
70215
Lourdes S.
MPS 302 Reconfiguration
$
-
$
-
$
-
$
-
$
-
$
-
49
70217
Damian C.
MPS 309 Replacement (E Naples Middle School)
$
-
$
-
$
5,000,000
$
5,000,000
$
-
$
-
$
10,000,000
50
70222
Ben B.
Golden Gate City CAP
$
1,290,000
$
500,000
$
500,000
$
500,000
$
500,000
$
500,000
$
3,290,000
51
70229
Shon F.
I-75 / CR951 Utility
$
-
$
-
$
-
$
-
$
-
52
70230
Close/BA
MPS 308 Force Main
$
-
$
-
$
-
$
-
$
-
$
-
53
70233
Close/BA
Logan Blvd FM (Immkl - VB)
44
$
-
$
-
$
-
$
-
$
-
$
-
54
70234
Harry R.
Eliminate NPDES
$
-
$
-
$
2,250,000
$
2,250,000
$
-
$
-
$
4,500,000
55
70237
Close/BA
MPS 306
$
-
$
-
$
-
$
-
$
-
$
-
56
70240
WW
Collections Operating TSP
$
3,600,000
$
3,500,000
$
2,500,000
$
3,500,000
$
3,500,000
$
3,500,000
$
16,600,000
57
70243
Corinne T.
Craig P.
Golden Gate WWTP
$
-
$
-
$
-
$
-
$
-
$
-
58
70244
Alicia A.
VBR Extension - Util
$
-
$
-
$
-
$
-
$
-
59
70245
Close/BA
NCWRF DZMW
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
60
70247
Dan R.
US 41 N Utility Replacement
$
-
$
-
$
-
$
-
$
-
$
-
61
70249
Dan R.
MPS 313 Relocation
$
2,000,000
$
1,000,000
$
2,000,000
$
2,000,000
$
5,000,000
62
70250
Close/BA
Villagewalk WW Rehab
$
-
$
-
$
-
$
-
$
63
70251
Wayne
Craig P.
SCWRF Plant PS # 5
$
-
$
-
$
-
$
-
$
-
$
-
64
70254
Close/BA
PS 305.17 and FM
$
-
$
-
$
-
$
-
$
-
$
-
65
70255
Close/BA
GGWTP Forcemain
$
-
$
-
$
-
$
-
$
-
$
-
66
70256
Damian C.
I-75 Force Main Replacement
91
$
-
$
-
$
-
$
-
$
67
70257
Diana D.
Liz G.
palm River PUR
$
6,000,000
$
3,000,000
$
-
$
8,000,000
$
-
$
8,000,000
$
22,000,000
68
70259
Dan R.
MPS 316 Force Main Relocation
$
-
$
-
$
-
$
-
$
-
$
-
69
70262
Craig P.
Golden Gate City PUR
$
-
$
-
$
-
$
-
$
500,000
$
500,000
70
70270
Craig P.
SCWRF CL 2 Mods
$
-
$
-
$
-
$
-
$
-
$
-
71
70272
Lourdes S.
ARV Replacement Program
$
1,150,000
$
2,850,000
$
1,500,000
$
1,500,000
$
1,500,000
$
1,500,000
$
7,150,000
72
70273
TBD
Generator Replacement Program
$
650,000
$
650,000
$
650,000
$
650,000
$
650,000
$
2,600,000
73
70279
Alicia A.
WW DIW Mgmt & TSP
$
-
$
-
$
-
$
-
$
-
$
-
74
70280
WW Valve Replacement Prgm
$
-
75
70281
WW Electrical Upgrades Program
$
-
76
70282
Pine Ridge Road Utility Relocation
$
-
77
71058
PUD
General Legal Services
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
78
72009
Zamira D.
Damian C.
Western Interconnect
$
-
$
3,000,000
$
3,000,000
$
-
$
-
$
-
$
3,000,000
79
72013
Matt F.
Robin B.
Facility Infrastructure Maint Wastewater
$
200,000
$
350,000
$
200,000
$
200,000
$
200,000
$
350,000
$
1,150,000
80
72505
Dave M.
WW Security Systems
$
250,000
$
500,000
$
250,000
$
250,000
$
500,000
$
500,000
$
1,750,000
81
72541
Mike R.
SCADA Compliance Assurance Program- Wastewater
$
100,000
$
105,000
$
110,000
$
115,000
$
115,000
$
115,000
$
555,000
82
73045
AnTBD S.
FDOT Utility Construction Projects - WW
$
-
$
1,000,000
$
500,000
$
500,000
$
500,000
$
500,000
$
2,000,000
83
73065
AnTBD S.
CW Util Proj-WW
$
-
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
800,000
84
73922
Mike R.
WW Collection SCADA Telemetry
$
150,000
$
200,000
$
100,000
$
100,000
$
200,000
$
200,000
$
750,000
85
73944
Annia M.
Cust Svs Billing
$
-
$
-
$
-
$
-
$
-
$
-
86
73968
Close/BA
NCWRF Technical Support Program
$
-
$
-
$
-
$
-
$
-
$
-
87
73969
Close/BA
SCWRF Technical Support Program
$
-
$
-
$
-
$
-
$
-
$
-
88
74310
Tara C.
State Revolving Loan Funding
$
10,000
$
-
$
-
$
-
$
-
$
-
89
75009
Tara C.
Grant Applications
$
-
$
-
$
-
$
-
$
-
$
-
90
75017
Damian C.
PUD Hydraulic Modeling
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
91
75018
Katrina L.
Financial Services
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
150,000
92
75019
AnTBD S.
GM Comprehensive Planning Technical Support
$
250,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
450,000
93
33667
Damian C.
HMGP PUD Gen H0419
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
94
7XXXX
TBD
SCWRF New Headworks
$ 250,000
$ 2,000,000
$ 25,000,000
$ 25,000,000
$ 52,000,000
95
70278
Mike R.
NCWRF Switchgear #1 Replacement
$ 6,000,000
$ 6,000,000
$ -
$ -
$ -
$ -
$ 6,000,000
96
70274
TBD
MPS 310 Reconfiguration and Rehabilitation
$ -
$ 2,500,000
$ -
$ 2,500,000
$ -
$ -
$ 2,500,000
97
70284
TBD
MPS 103 Replacement
$ 500,000
$ 500,000
$ 3,000,000
$ -
$ -
$ 3,500,000
98
WWNEW
TBD
Wastewater Valve Replacement - Multi Year Program
$ - I
$ 375,000
$ 200,000
$ 200,000
$ 300,000
$ 300,000
$ 1,000,000
99
WWNEW
TBD
Wastewater Electrical Upgrades - Multi year program
$ -
$ 500,000
$ 500,000
$ 500,000
$ 500,000
$ 1,500,000
TOTAL 414 WASTEWATER (NON -IQ) Projects
36,159,200
$ 58,895,000
$ 56,815,000
$ 71,420,000
$ 61,620,000
$ 67,770,000
$ 293,784,200
$ 30,228,900
$ 69,420,000
S 28,380,000
63%
-4%
20%
-16%
10%
Existing
414 Irrigation Quality Water Projects
100
70056
TBD
IQ Power Systems
$ 240,000
$ 240,000
101
70062
Mike R.
IQ SCADA Support Operating
$ 300,000
$ 400,000
S 400,000
$ 400,000
$ 400,000
$ 400,000
$ 1,900,000
102
70166
Lourdes S.
Damian C. Harry
R.
IQ Water System TSP
300,000
$ 750,000
$ 750,000
$ 750,000
$ 750,000
$ 750,000
$ 3,300,000
103
74030
Zamira D.
IQ Aquifer Storage and Recovery
$ -
$ -
$ -
$ -
$ -
$
New 414 Irrigation Quality Water Projects
$ -
104
WWNEW
TBD
Pelican Bay New Storage Tank
$ -
$ -
$ -
$ -
$ -
$ -
105
WWNEW
TBD
Pelican Bay Facility
$ -
$ -
$ -
$ -
$ -
$ -
106
70234
Harry R.
Foxfire supplemental wells
$ 3,000,000
$ 3,000,000
$ -
$ -
$ 2,000,000
$ 5,000,000
TOTAL 414 IRRIGATION QUALITY WATER Projects
$ 600,000
$ 4,150,000
$ 4,150,000
$ 1,150,000
$ 1,150,000
$ 3,390,000
$ 10,440,000
$ 1,650,000
$ 1,150,000
$ 1,500,000
$ 1,390,000
$ 3,390,000
TOTAL FUND 414 Projects
$ 36,759,200
$ 63,045,000
$ 60,965,000
$ 72,570,000
$ 62,770,000
$ 71,160,000
$ 304,224,200
$ 31,878,900
$ 1,150,000
$ 70,920,000
$ 1,390,000
$ 31,770,000
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
Existing 419 Bond Funded Projects Wastewater - Impact Fee
120
70194
Craig P.
Design updates to 10 mgd NECWTP.
$ 5,626,190
$ -
$ 5,626,190
121
70194
Craig P.
South Wellfield+Trans Mains Phase 1
$ 5,000,000
$ -
$ 5,000,000
122
70194
Craig P.
Construct deep injection well (2)
$ 12,500,000
$ 12,500,000
123
70194
Craig P.
Final Brightshore Transmission Mains
$ 4,500,000
$ 4,500,000
124
70243
Corinne T.
Craig P.
Golden Gate City WWTP Emergency PO
$ 5,000,000
$ 5,000,000
125
70243
Corinne T.
Craig P.
DIW design
$ 140,000
$ 140,000
126
70243
Corinne T.
Craig P.
GG Transmission Phase I Force Main
$ 1,024,643
127
70194
Craig P.
Transmission Mains Phase 2A (southern portion)
$ 5,000,000
$ 5,000,000
128
70194
Craig P.
CEI & CA - Transmission Mains Phase 2A (southern portion)
$ 1,000,000
$ 1,000,000
129
70194
Craig P.
Transmission Mains Phase 2B (northern portion)
$ 7,500,000
$ 7,500,000
130
70194
Craig P.
CEI & CA - Transmission Mains Phase 2B (northern portion)
$ 1,500,000
$ 1,500,000
Total Existing 419 Bond Funded Projects Wastewater - Impact Fee
$ 48,790,833
$ -
$ -
$ -
$ -
$ -
$ 47,766,190
Existing 419 Bond Funded Projects Wastewater - User Fee
131
70243
Corinne T.
Craig P.
IQ to Golf Course
$ 1,400,000
$ 1,400,000
Total Existing 419 Bond Funded Projects Wastewater - User Fee
$ 1,400,000
$ -
$ -
$ -
$ -
$ -
$ 1,400,000
TOTAL FUND 419
Projects
$ 50,190,833
$ -
$ -
$ -
$ -
$ -
$ 49,166,190
Projects which will
require Commercial Paper
132
70194
Craig P.
Town of Big Cypress WW Reimbursement + 10% CEI (Impact
$ 1,127,294
$ 1,127,294
133
70194
Craig P.
Belmar WW Reimbursement + 10% CEI (Impact Fee)
$ 2,614,095
$ 2,614,095
134
70194
Craig P.
Town of Big Cypress IQ Reimbursement + 10% CEI (User
$ 5,095,390
$ 5,095,390
135
70194
Craig P.
Belmar IQ Reimbursement + 10% CEI (User Fee)
$ 2,308,130
$ 2,308,130
TOTAL Projects which will require Commercial Paper
$ -
$ -
$ 11,144,910
$ -
$ -
$ -
$ 11,144,910
Projects which will
require New Bond/Loan - Impact Fee
136
70243
Corinne T.
Craig P.
Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 62.5% Impact Fee
$ 112,000,000
$ 112,000,000
137
70243
Corinne T.
Craig P.
CEI - Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 62.5% Impact Fee
$ 1,200,000
$ 1,200,000
138
70243
Corinne T.
Craig P.
Construct Golden Gate City DIW
$ 15,000,000
$ 15,000,000
139
70194
Craig P.
Construct 4 mgd NECWRF + CEI & CA (0.75 mgd existing
Orange Tree flow; 3.25 mgd additional treatment capacity) -
81.25% Impact Fee
$ 117,000,000
$ 117,000,000
Line
No.
Project No.
Responsible
Project Name
FY 2024 Proposed
Budget
AUIR FY 2024
FY 2025
FY 2026
FY 2027
FY 2028
Summary
FY 2023-2027
140
70194
Craig P.
Const South Wellfield (5 wells) - 50% W, 50% WW - IQ
$ 3,750,000
$ 3,750,000
141
70194
Craig P.
CCEWI & CQA - Const South Wellfield (5 wells) - 50% W, 50%
$ 750,000
$ 750,000
142
70194
Craig P.
Construct Common Area Facilities
$ -
143
70194
Craig P.
CEI & CA - Construct Common Area Facilities
$ -
144
70167
Facilities
Government Operations Business Park (R&R - NEW BOND -
User Fee)
$
$
S -
$ -
S -
$ -
145
7XXXX
TBD
Golden Gate City converting to sewer - need financing info.
(Grant)
Est $
$ -
TOTAL Projects which will require Bond/Loan - Impact Fee
$ -
$ 128,200,000
S -
$ 121,500,000
S -
$ 249,700,000
Projects which will
require New Bond/Loan - User Fee
146
70243
Corinne T.
Craig P.
Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 37.5% User Fee
$ 28,000,000
$ 28,000,000
147
70243
Corinne T.
Craig P.
CEI - Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 37.5% User Fee
$ 300,000
$ 300,000
148
70194
Craig P.
Construct 4 mgd NECWRF + CEI & CA (0.75 mgd existing
Orange Tree flow; 3.25 mgd additional treatment capacity) -
18.75% User Fee
$ -
$ 27,000,000
$ 27,000,000
149
70194
Craig P.
Construct Common Area Facilities
$ -
150
70194
Craig P.
I CEI & CA - Construct Common Area Facilities
$ -
TOTAL Projects which will require Bond/Loan - User Fee
$ -
$ -
$ 28,300,000
$ -
$ 27,000,000
S -
$ 55,300,000
TOTAL Future Bond Projects
$ -
$ -
S 156,500,000
$ -
$ 148,500,000
S -
$ 305,000,000
Total Wastewater (Non -IQ) Projects (413)
$ -
$ -
S -
$ -
$ -
$ -
$ 7,932,000
Total IQ Water Projects (413)
1
$ -
$ -
$ -
$ -
$ -
$ -
$ -
Total Wastewater (Non -IQ) Projects (414)
S 36,159,200
$ 58,895,000
$ 56,815,000
$ 71,420,000
$ 61,620,000
$ 67,770,000
$ 343,274,200
Total IQ Water Projects (414)
1
S 600,000
$ 4,150,000
$ 4,150,000
$ 1,150,000
$ 1,150,000
$ 3,390,000
$ 11,926,000
TOTAL WASTEWATER AND IQ PROJECTS (413 & 414)
$ 36,759,200
S 63,045,000
$ 60,965,000
$ 72,570,000
$ 62,770,000
$ 71,160,000
$ 363,132,200
Total NE Bond Funded Projects (415)
$ -
$ -
$ -
$ -
$ -
$ -
$ 12,587,000
Total 2021 Series Bond Funded Projects (419)
$ 50,190,833
$ -
$ -
$ -
$ -
$ -
$ 67,700,833
Total Commercial Paper Funded Projects (420)
$ -
S -
$ 11,144,910
$ -
$ -
$ -
$ 11,144,910
Total Potential Future Bond/Loan
$ -
S -
$ 156,500,000
$ -
$ 148,500,000
$ -
$ 305,000,000
ch w
2022 WASTEWATER 10-YEAR CIP PLAN UPDATE
CAPITAL IMPROVEMENT PROJECTS 2025-2029
WASTEWATER (NON -IQ) AND IRRIGATION QUALITY (IQ) WATER
Line
No.
Project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
Existing 414 Wastewater
(Non -IQ) Projects
1
50105
Integrated Asset Management Program
$
1,000,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
2,000,000
3
50110
Biosolids Reuse Facility
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
4
50154
Hurricane Irma
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
5
50196
Chiller NCWRF Ops Bldg
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
6
50199
COVID-19
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
7
50391
WW Hurricane Resiliency
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
8
60224
Lely Golf Estates
$
24,675,000
$
6,000,000
$
6,000,000
$
6,000,000
$
6,000,000
$
6,000,000
$
30,000,000
$
54,675,000
9
70014
Real Property/Infrastructure Audit
$
280,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
$
530,000
10
70031
Utilities Master Plan
$
500,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
1,000,000
11
70043
Gravity Sewers TSP CAP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
12
70044
Force Main Improvements Cap
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
13
70046
Wastewater Pump Station TSP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
14
70050
Master Pump Stations TSP Cap
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
15
70053
NCWRF Power System TSP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
16
70055
SCWRF Power System Cap
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
17
70060
NCWRF SCADA Support Operating TSP
$
1,550,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
3,050,000
18
70061
SCWRF SCADA Support Operating TSP
$
1,550,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
3,050,000
19
70103
NE Svs Area Interg
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
20
70117
WW Remote Sites MSP
$
880,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,880,000
21
70119
WW Treatment Plants MSP
$
1,600,000
$
400,000
$
400,000
$
400,000
$
400,000
$
400,000
$
2,000,000
$
3,600,000
22
70120
Naples Pk Basin Optimization
$
40,000,000
$
8,000,000
$
-
$
-
$
-
$
-
$
8,000,000
$
48,000,000
23
70121
Utility Billing Customer Sery Software
$
10,000
$
-
$
-
$
-
$
-
$
-
$
-
$
10,000
24
70122
VB DR CDS Basin 101
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
25
70139
Basin 101 Program Capital
$
-
$
2,500,000
$
3,500,000
$
3,500,000
$
3,500,000
$
3,500,000
$
16,500,000
$
16,500,000
Line
No.
Project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
26
70141
Basin 305 Program Capital (Pump Stations)
$
12,500,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
15,000,000
$
27,500,000
27
70142
Basin 306 Program Capital
$
6,000,000
$
1,500,000
$
1,500,000
$
-
$
-
$
-
$
3,000,000
$
9,000,000
28
70143
Gravity Transmission Systems TSP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
29
70144
Force Main Transmission Systems TSP
$
1,200,000
$
300,000
$
300,000
$
300,000
$
300,000
$
300,000
$
1,500,000
$
2,700,000
30
70145
WW Pump Station TSP
$
50,000
$
-
$
-
$
-
$
-
$
-
$
-
$
50,000
31
70146
Master PS TSP Op
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
32
70147
Collections Power System TSP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
33
70148
Water Reclamation Facilities TSP
$
21,000,000
$
8,000,000
$
8,000,000
$
8,000,000
$
8,000,000
$
8,000,000
$
40,000,000
$
61,000,000
34
70149
NCWRF New Headworks
$
29,094,200
$
-
$
-
$
-
$
-
$
-
$
-
$
29,094,200
35
70164
WW Collections SCADA Telemetry
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
36
70167
Government Operations Business Park
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
37
70173
Orangetree Compliance
$
1,300,000
$
3,000,000
$
-
$
-
$
-
$
-
$
3,000,000
$
4,300,000
38
70183
Pump Station 300.06
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
39
70189
Cyber Security SCADA
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
40
70192
Palm River Bridge Pipe Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
41
70194
NE Utility Facilities
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
42
70202
County Utility Standards
$
100,000
$
25,000
$
25,000
$
25,000
$
25,000
$
25,000
$
125,000
$
225,000
43
70204
SCWRF IQ Storage Improvements
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
44
70207
MPS 301 Rehabilitation
$
750,000
$
-
$
-
$
-
$
-
$
-
$
-
$
750,000
45
70208
PS 302.07 Gravity Sewer
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
46
70213
MPS 300 Rehab
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
47
70214
MPS 107 Re -Configuration
$
-
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
1,000,000
$
5,000,000
$
5,000,000
48
70215
MPS 302 Reconfiguration
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
49
70217
MPS 309 Replacement (E Naples Middle School)
$
10,000,000
$
-
$
-
$
-
$
-
$
-
$
-
$
10,000,000
50
70222
Golden Gate City CAP
$
3,290,000
$
-
$
-
$
-
$
-
$
-
$
-
$
3,290,000
70229
1-75 / CR951 Utility
$
-
$
-
$
-
52
70230
MPS 308 Force Main
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
53
70233
Logan Blvd FM (Immkl - VB)
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
54
70234
Eliminate NPDES
$
4,500,000
$
-
$
-
$
-
$
-
$
-
$
-
$
4,500,000
55
70237
MPS 306
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
56
70240
Collections Operating TSP
$
16,600,000
$
3,500,000
$
4,000,000
$
4,000,000
$
4,000,000
$
4,000,000
$
19,500,000
$
36,100,000
57
70243
Golden Gate WWTP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
70244
VBR Extension - Util
$
-
$
-
$
-
59
70245
NCWRF DZMW
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
Project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
60
70247
US 41 N Utility Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
70249
MPS 313 Relocation
$
5,000,000
$
-
$
5,000,000
62
70250
Villagewalk WW Rehab
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
63
70251
SCWRF Plant PS # 5
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
64
70254
PS 305.17 and FM
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
65
70255
GGWTP Forcemain
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
66
70256
I-75 Force Main Replacement
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
67
70257
Palm River PUR
$
22,000,000
$
-
$
8,000,000
$
-
$
-
$
-
$
8,000,000
$
30,000,000
68
70259
MPS 316 Force Main Relocation
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
69
70262
Golden Gate City PUR
$
500,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
15,000,000
$
15,500,000
70
70270
SCWRF CL 2 Mods
$
-
$
-
$
-
$
-
$
-
$
-
$
-
71
70272
ARV Replacement Program
$
7,150,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
3,000,000
$
15,000,000
$
22,150,000
72
70273
Generator Replacement Program
$
2,600,000
$
650,000
$
650,000
$
650,000
$
650,000
$
650,000
$
3,250,000
$
5,850,000
73
70279
WW DIW Mgmt & TSP
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
77
71058
General Legal Services
$
500,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
1,000,000
78
72009
Western Interconnect
$
3,000,000
$
-
$
-
$
-
$
-
$
-
$
-
$
3,000,000
79
72013
Facility Infrastructure Maint Wastewater
$
1,150,000
$
350,000
$
350,000
$
350,000
$
350,000
$
350,000
$
1,750,000
$
2,900,000
80
72505
WW Security Systems
$
1,750,000
$
500,000
$
500,000
$
500,000
$
500,000
$
500,000
$
2,500,000
$
4,250,000
81
72541
SCADA Compliance Assurance Program- Wastewater
$
555,000
$
115,000
$
115,000
$
115,000
$
115,000
$
115,000
$
575,000
$
1,130,000
82
73045
FDOT Utility Construction Projects - WW
$
2,000,000
$
500,000
$
500,000
$
500,000
$
500,000
$
500,000
$
2,500,000
$
4,500,000
83
73065
CW Util Prcj-WW
$
800,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,800,000
84
73922
WW Collection SCADA Telemetry
$
750,000
$
200,000
$
200,000
$
200,000
$
200,000
$
200,000
$
1,000,000
$
1,750,000
85
73944
Cust Svs Billing
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
86
73968
NCWRF Technical Support Program
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
87
73969
SCWRF Technical Support Program
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
88
74310
State Revolving Loan Funding
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
89
75009
Grant Applications
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
90
75017
PUD Hydraulic Modeling
$
500,000
$
100,000
$
100,000
$
100,000
$
100,000
$
100,000
$
500,000
$
1,000,000
91
75018
Financial Services
$
150,000
$
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
150,000
$
300,000
92
75019
GM Comprehensive Planning Technical Support
$
450,000
$
50,000
$
50,000
$
50,000
$
50,000
$
50,000
$
250,000
$
700,000
93
33667
HMGP PUD Gen H0419
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
Line
No.
project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
SCWRF New Headworks
$ 52,000,000
$ -
$ -
$ -
$ 52,000,000
95
70278
NCWRF Switchgear #1 Replacement
$ 6,000,000
$ -
$ -
$ -
$ -
$ 6,000,000
96
70274
MPS 310 Reconfiguration and Rehabilitation
$ 2,500,000
$ -
$ -
$ -
$ -
$ 2,500,000
97
70284
MPS 103 Replacement
$ 3,500,000
$ -
$ -
$ -
$ -
$ 3,500,000
98
WWNEW
Wastewater Valve Replacement - Multi Year Program
$ 1,000,000
$ -
$ -
$ -
$ -
$ -
$ -
$ 1,000,000
99
WWNEW
Wastewater Electrical Upgrades - Multi year program
$ 1,500,000
$ -
$ 1,500,000
TOTAL 414 WASTEWATER (NON -IQ) Projects
$ 293,784,200
$ 47,170,000
$ 45,670,000
$ 36,170,000
$ 36,170,000
$ 36,170,000
$ 201,350,000
$ 495,134,200
$ 28,880,000
$ 30,380,000
$ 30,380,000
-44%
-3%
-26%
0%
Existing
414 Irrigation
Quality Water Projects
100
70056
IQ Power Systems
$ 240,000
$ 240,000
$ 240,000
$ 240,000
$ 240,000
$ 240,000
$ 1,200,000
$ 1,440,000
101
70062
IQ SCADA Support Operating
$ 1,900,000
$ 400,000
$ 400,000
$ 400,000
$ 400,000
$ 400,000
$ 2,000,000
$ 3,900,000
102
70166
IQ Water System TSP
$ 3,300,000
$ 750,000
$ 750,000
$ 750,000
$ 750,000
$ 750,000
$ 3,750,000
$ 7,050,000
103
74030
IQ Aquifer Storage and Recovery
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
New 414 Irrigation Quality Water Projects
$ -
$ -
104
WWNEW
Pelican Bay New Storage Tank
$ -
$ 2,500,000
$ -
$ -
$ -
$ -
$ 2,500,000
$ 2,500,000
105
WWNEW
Pelican Bay Facility
$ -
$ -
$ 1,500,000
$ -
$ -
$ -
$ 1,500,000
$ 1,500,000
106
70234
Foxfire supplemental wells
$ 5,000,000
$ -
$ -
$ -
$ -
$ -
$ -
$ 5,000,000
$ -
$ -
TOTAL 414 IRRIGATION QUALITY WATER Projects
$ 10,440,000
$ 3,890,000
$ 2,890,000
$ 1,390,000
$ 1,390,000
$ 1,390,000
$ 10,950,000
$ 21,390,000
$ 3,890,000
$ 2,890,000
$ 1,390,000
TOTAL FUND 414 Projects
$ 304,224,200
$ 51,060,000
$ 48,560,000
$ 37,560,000
$ 37,560,000 $ 37,560,000 $ 212,300,000
$ 516,524,200
$ 32,770,000
$ 33,270,000
$ 31,770,000
Line
No.
Project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
Existing 419 Bond
Funded Projects Wastewater - Impact Fee
120
70194
Design updates to 10 mgd NECWTP.
$ 5,626,190
$ -
$ 5,626,190
121
70194
South Wellfield+Trans Mains Phase 1
$ 5,000,000
$ -
$ 5,000,000
122
70194
Construct deep injection well
$ 12,500,000
$ -
$ 12,500,000
123
70194
Golden Gate City WWTP Expansion (4 mgd additional
treatment capacity) Impact Fee 87.5%
$ 4,500,000
$ -
$ 4,500,000
124
70243
Golden Gate City WWTP Expansion (4 mgd additional
treatment capacity) Impact Fee 87.5%
$ 5' 000 000
$ -
$ 5,000 000
125
70243
Golden Gate City WWTP Expansion (4 mgd additional
treatment capacity) Impact Fee 87.5%
$ 140,000
$ -
$ 140,000
127
70194
Transmission Mains Phase 2A (southern portion)
$ 5,000,000
$ -
$ 5,000,000
128
70194
CEI & CA - Transmission Mains Phase 2A (southern portion)
$ 1,000,000
$ -
$ 1,000,000
129
70194
Transmission Mains Phase 2B (northern portion)
$ 7,500,000
$ -
$ 7,500,000
130
70194
CEI & CA - Transmission Mains Phase 2B (northern portion)
$ 1,500,000
$ -
$ 1,500,000
$ 47,7669190
$ -
$ -
$ -
$ -
$ -
$ -
$ 47,7669190
131
70243
Golden Gate City WWTP Expansion (4 mgd additional
treatment capacity) User Fee 12.5%
$ 1,400,000
$ -
$ 1,400,000
$ 1,400,000
$ -
$ -
$ -
$ -
$ -
$ -
$ 73,806,190
TOTAL FUND 419 Projects
$ 7,026,190
$ -
$ -
$ -
$ -
$ -
$ 7,026,190
132
70194
F own of Big Cypress WW Reimbursement + 10% CEI (Impact
$ 1,127,294
$ -
$ 1,127,294
133
70194
Belmar WW Reimbursement + 10% CEI (Impact Fee)
$ 2,614,095
$ -
$ 2,614,095
134
70194
Town of Big Cypress IQ Reimbursement + 10% CEI (User Fee)
$ 5,095,390
$ -
$ 5,095,390
135
70194
Belmar IQ Reimbursement + 10% CEI (User Fee)
$ 2,308,130
$ -
$ 2,308,130
TOTAL Projects which will require Commercial Paper
$ 11,144,910
$ -
$ -
$ -
$ -
$ -
$ -
$ 11,144,910
Projects which will require Bond/Loan - User Fee
136
70243
Golden Gate City WWTP Expansion 4 mgd (2.5 mgd additional
treatment capacity) - 62.5% Impact Fee
$ 112,000,000
$ -
$ 112,000,000
137
70243
CEI - Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 62.5% Impact Fee
$ 1,200,000
$ -
$ 1,200,000
138
70243
Construct Golden Gate City DIW
$ 15,000,000
$ -
$ 15,000,000
139
70194
Construct 4 mgd NECWRF + CEI & CA (0.75 mgd existing
Orange Tree flow; 3.25 mgd additional treatment capacity) -
81.25% Impact Fee
$ 117,000,000
$ -
$ 117,000,000
Line
No.
Project No.
Project Name
Summary
FY 2023-2027
FY 2029
FY 2030
FY 2031
FY 2032
FY 2033
FY 2028-2032
Summary
FY 2023-2032
140
70194
Const South Wellfield (5 wells) - 50% W, 50% WW - IQ
$ 3,750,000
$ -
$ 3,750,000
141
70194
�Q & CA - Const South Wellfield (5 wells) - 50% W, 50%
$ 750,000
$ -
$ 750,000
142
70194
Construct Common Area Facilities
$ -
$ 14,250,000
$ 14,250,000
$ 14,250,000
143
70194
CEI & CA - Construct Common Area Facilities
$ -
$ 2,850,000
$ 2,850,000
$ 2,850,000
144
70167
Government Operations Business Park (R&R - NEW BOND -
User Fee)
$
$ -
$ -
145
7XXXX
Golden Gate City converting to sewer - need financing info.
(Grant)
$
$
$
TOTAL Projects which will require Bond/Loan - Impact Fee
$ 249,700,000
$ 17,100,000
$ -
$ -
$ -
$ -
$ 17,100,000
$ 266,800,000
Projects which will require Bond/Loan - User Fee
146
70243
Golden Gate City WWTP Expansion 4 mgd (2.5 mgd additional
treatment capacity) - 37.5% User Fee
$ 28,000,000
$ -
$ 28,000,000
147
70243
CE1- Golden Gate City WWTP Expansion 4 mgd (2.5 mgd
additional treatment capacity) - 37.5% User Fee
$ 300,000
$ -
$ 300,000
148
70194
Construct 4 mgd NECWRF + CEI & CA (0.75 mgd existing
Orange Tree flow; 3.25 mgd additional treatment capacity) -
18.75% User Fee
$ 27,000,000
$ -
$ 27,000,000
149
70194
Construct Common Area Facilities
$ 750,000
150
j 70194
j CEI & CA - Construct Common Area Facilities
$ 150,000
ill require Bond/Loan - User Fee
$ 55,300,000
$ 900,000
$ -
$ -
$ -
$ -
$ -
$ 55,300,000
TOTAL Future Bond Projects
$ 305,000,000
$ 18,000,000
$ -
$ -
$ -
$ -
$ 18,000,000
$ 323,000,000
Total Wastewater (Non -IQ) Projects (413)
$ 7,932,000
$ -
$ -
$ -
$ -
$ -
$ -
$ 7,932,000
Total IQ Water Projects (413)
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
Total Wastewater (Non -IQ) Projects (414)
$ 343,274,200
$ 47,170,000
$ 45,670,000
$ 36,170,000
$ 36,170,000
$ 36,170,000
$ 165,180,000
$ 508,454,200
Total IQ Water Projects (414)
$ 11,926,000
$ 3,890,000
$ 2,890,000
$ 1,390,000
$ 1,390,000
$ 1,390,000
$ 9,560,000
$ 21,486,000
TOTAL WASTEWATER AND IQ PROJECTS (413 & 414)
$ 363,132,200
$ 51,060,000
$ 48,560,000
$ 37,560,000
$ 37,560,000
$ 37,560,000
$ 174,740,000
$ 537,872,200
Total NE Bond Funded Projects (415)
$ 12,587,000
$ -
$ -
$ -
$ -
$ -
$ -
$ 12,587,000
Total 2021 Series Bond Funded Projects (419)
$ 67,700,833
$ -
$ -
$ -
$ -
$ -
$ -
$ 51,676,190
Total Commercial Paper Funded Projects (420)
j $ 11,144,910
1
$ -
$ 11,144,910
Total Potential Future Bond/Loan User Fee
$ 305,000,000
$ 18,000,000
$ -
$ -
$ -
$ -
$ 18,000,000
$ 323,000,000
Immokalee Water and Sewer District
CAPITAL IMPROVEMENT PLAN
The IWSD's current 5-year Capital Improvement Plan (FY2023-FY2027) is listed below:
Immokalee Water and Sewer District Projection of Capital
Wednesday, August 31, 2022
Projected Fiscal Year Ending September 3Q,
Recognized
Line No.
Description
Project ID
Funding
Dept.
2023
2024
2025 2026 2027
Total
Source
1
Water Softening for Immokalee - Design Engineering
W-01
USDA-B2
10
$470,000
$470,000
2
Water Softening for Immokalee - Construction
W-01
USDA-B2
10
4,700,000
4,700,000
3
Water Softening for Immokalee - Construction Engineering
W-01
USDA-B2
10
300,000
300,000
4
Fuel Storage Tank at Airport WTP - Design Engineering
W-02
Revenue Fund
10
5,000
5,000
5
Fuel Storage Tank at Airport WTP - Construction
W-02
Revenue Fund
10
80,000
80,000
6
Fuel Storage Tank at Airport WTP - Construction Engineering
W-02
Revenue Fund
10
5,000
5,000
7
Legacy Lots & Water Main Looping - Design Engineering
W-03
Revenue Fund
60
75,000
75,000 75,000 75,000
300,000
8
Legacy Lots & Water Main Looping - Construction
W-03
Revenue Fund
60
637,500
637,500 637,500 637,500
2,550,000
9
Legacy Lots & Water Main Looping- Construction Engineering
W-03
Revenue Fond
60
90,000
90,000 90,000 90,000
360,000
10
IFAS Tank & Booster Station - Design Engineering
W-04
Grant
60
80,000
80,000
11
WAS Tank & Booster Station - Construction
W-04
Grant
60
2,000,000
2,000,000
12
IFAS Tank & Booster Station - Construction Engineering
W-04
Grant
60
120,000
120,000
13
New 2.5 MGD Reverse Osmosis WTP - Design Engineering
W-05
USDA-B3
10
400,000 400,000
800,000
14
New 2.5 MOD Reverse Osmosis WTP - Construction
W-05
USDA-B3
10
10,000,000
10,000,000
15
New 2.5 MOD Reverse Osmosis WTP - Construction Engineering
W-05
USDA-B3
10
600,000
600,000
16
Water Distribution System AMI - Design Engineering
W-06
Grant
60
-
-
-
17
Water Distribution System AMI - Construction
W-06
Grant
60
2,000,000
2,000,000
4,000,000
18
Water Distribution System AMI - Construction Engineering
W-06
Grant
60
-
-
-
19
South 9th WTP Fence Addition
W-07
Revenue Fund
l0
15,000
15,000
20
South 9th WTP Shed
W-08
Revenue Fund
10
19,000
19,000
21
Hypo Tank Scale
W-09
Revenue Fund
10
40,000
40,000
22
New Maintenance Building
GP-01
Revenue Fund
50
830,000
830,000
23
Fuel Storage Tanks at TVW & W WTP
GP-02
Revenue Fund
10
110,000
110,000
24
Utility Relocation for SR29 Widening from CR846 to Agriculture Way
GP-03
FDOT
60
25,000
25,000 840,000
890,000
25
Utilities for SR29 By -Pass from CR846 to north of New Market Road
GP-04
FDOT
60
90,000
2,165,000
2,255,000
26
District Wide Water and Sewer Expansion
GP-05
Revenue Fund
60
50,000
50,000
27
Master Plan Update
GP-06
Revenue Fund
10 & 60
150,000
150,000
28
New Administration Building (Land Acquisition)
GP-07
Bank Note
40
1,132,500
1,132,500
29
New Administration Building (Study)
GP-07
Revenue Fund
40
35,000
35,000
30
NEW SCADA SYSTEM
GP-08
Revenue Fund
10
120,000
400,000
200,000 200,000 200,000
1,120,000
Capital Outlay
31
Allowance for Capital Outlay - Water Treament & Distribution
TBD
Revenue Fund
10 & 60
305,000
305,000
305,000 305,000 305,000
1,525,000
32
Assumed Additional Average Capital Outlay
TBD
Revenue Fund
-
-
- - -
-
33
Assumed Additional Average Maintenance
TBD
Revenue Fund
-
-
- - -
-
WASTEWATER PLANT
35
Rehab Three Existing Clarifiers - Design Engineering
W W-01
Revenue Fund
20
$0
$0
36
Rehab Three Existing Clarifiers - Construction
W W-01
USDA-Bl
20
-
-
37
Rehab Three Existing Clarifiers - Construction
W W-01
USDA-Gl
20
382,500
382,500
38
Rehab Three Existing Clarifiers - Construction
W W-01
Revenue Fund
20
100,000
100,000
39
Rehab Three Existing Clarifiers - Construction Enginering
W W-01
Revenue Fund
20
-
-
40
Line 8" & 18" Clay Pipe Sewers - Design Engineering
W W-02
Revenue Fund
30
42,500
42,500
85,000
41
Line 8" & 18" Clay Pipe Sewers - Construction
W W-02
Revenue Fund
30
750,000
650,000
100,000
1,500,000
42
Line 8" & 18" Clay Pipe Sewers - Construction Engineering
W W-02
Revenue Fund
30
35,100
35,100
70,200
43
Lift Station P&O Upgrades and 10" FM Extension - Design Engineering
W W-03
Revenue Fund
30
65,200
65,200
44
Lift Station P&O Upgrades and 10" FM Extension - Construction
W W-03
Revenue Fund
30
496,000
496,000
45
Lift Station P&O Upgrades and 10" FM Extension - Construction Engineerinl W W-03
Revenue Fund
30
34,400
34,400
46
6" Plug Valve Replacement at Arrowhead - Design Engineering
W W-04
Revenue Fund
30
5,000
5,000
47
6" Plug Valve Replacement at Arrowhead - Construction
W W-04
Revenue Fund
30
24,000
24,000
48
6' Plug Valve Replacement at Arrowhead - Construction Engineering
W W-04
Revenue Fund
30
5,000
5,000
49
Line Key Manholes Throughout System - Design Engineering
W W-05
Revenue Fund
30
5,000
5,000
5,000 5,000 5,000
25,000
50
Line Key Manholes Throughout System - Construction
W W-05
Revenue Fund
30
206,200
100,000
100,000 100,000 100,000
606,200
51
Line Key Manholes Throughout System - Construction Engineering
W W-05
Revenue Fund
30
5,000
5,000
5,000 5,000 5,000
25,000
52
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
W W-07
Revenue Fund
30
-
-
Improvements - Design Engineering Modeling
53
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
WW-07
Cost Share
30
100,000
100,000
Improvements -Design Engineering
54
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
WW-07
Revenue Fund
30
500,000
500,000
Improvements - Construction
55
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
WW-07
Cost Share
30
500,000
500,000
improvements -Construction
STRATEGIC REPORT AND DEVELOPMENT FOR IMMOKALEE WATER AND SEWER DISTRICT I 10
CAPITAL IMPROVEMENT PLAN
Immokalee Water and Sewer District Projection of
Wednesday, August 31,2022
Projected Fiscal Year Ending September 30,
Recognized
Line No.
Description
Project III
Funding
Dept.
2023
2024 2025
2026 2027 Total
Source
56
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
W W-07
Revenue Fund
30
85,000
85,000
Improvements - Construction Engineering
57
Lake Trafford Road/Carson Road Area Lift Stations & Force Main
W W-07
Cost Share
30
85,000
85,000
Improvements - Construction Engineering
58
Oxidation Ditch Bridges (2 Bridges - Ditch #3) - Design Engineering
W W-08
Revenue Fund
20
8,000
8,000
59
Oxidation Ditch Bridges (2 Bridges - Ditch #3) - Construction
W W-08
Revenue Fund
20
145,000
145,000
60
Oxidation Ditch Bridges (2 Bridges - Ditch #3) - Construction Engineering
W W-08
Revenue Fund
20
10,000
10,000
61
Deep Injection Well #2 - Design Engineering
W W-09
Grant
20
250,000 250,000
62
Deep Injection Well #2 - Design Engineering
W W-09
Grant
20
46,040 46,040
63
Deep Injection Well #2 - Construction
W W-09
Grant
20
14,640,000 14,640,000
64
Deep Injection Well #2 - Construction Engineering
W W-09
Grant
20
850,000 850,000
65
Agricultural Public Acces Re -Use Water System - Design Engineering
W W-10
Grant
20
100,000
100,000
66
Agricultural Public Acces Re -Use Water System - Construction
WW-10
Grant
20
1,500,000
1,500,000
3,000,000
67
Agricultural Public Acces Re -Use Water System - Construction Engineering
W W-10
Grant
20
80,000
80,000
160,000
68
Unsewered Areas/Septic Tank Replacement Program - Design Engineering
W W-1 l
Grant
30
-
69
Unsewered Areas/Septic Tank Replacement Program - Design Engineering
W W-11
Grant
30
150,000
150,000 150,000
450,000
70
Unsewered Areas/Septic Tank Replacement Program - Design Engineering
W W-11
Grant
30
150,000 150,000 300,000
71
Unsewered Areas/Septic Tank Replacement Program - Construction
W W-11
Grant
30
-
72
Unsewered Areas/Septic Tank Replacement Program - Construction
W W-I I
Grant
30
1,500,000
1,500,000
3,000,000
73
Unsewered Areas/Septic Tank Replacement Program - Construction
W W-11
Grant
30
1,500,000
1,500,000 1,500,000 4,500,000
74
Unsewered Areas/Septic Tank Replacement Program - Construction Engineer
W W-11
Grant
30
-
75
Unsewered Areas/Septic Tank Replacement Program - Construction Engineer
W W-1 1
Grant
30
150,000
150,000
300,000
76
Unsewered Areas/Septic Tank Replacement Program - Construction Engineer
W W-1 I
Grant
30
150,000
150,000 150,000 450,000
77
Wastewater Collection System AMI - Design Engineering
W W-12
Grant
30
-
78
Wastewater Collection System AMI - Construction
W W-12
Grant
30
2,500,000
2,500,000
5,000,000
79
Wastewater Collection System AMI - Construction Engineering
W W-12
Grant
30
-
80
No. 4 Clarifier Catwalk - Design Engineering
W W-13
Revenue Fund
20
112,000
112,000
81
No. 4 Clarifier Catwalk - Construction
W W-13
Revenue Fund
20
400,000
400,000
82
No. 4 Clarifier Catwalk - Construction Engineering
W W-13
Revenue Fund
20
56,000
56,000
83
Bleach Secondary Containment - Design Engineering
W W-14
Revenue Fund
20
12,200
12,200
84
Bleach Secondary Containment - Construction
W W-14
Revenue Fund
20
40,000
40,000
85
Bleach Secondary Containment - Construction Engineering
W W-14
Revenue Fund
20
5,000
5,000
86
Weight Scales - Design Engineering
W W-15
Revenue Fund
20
-
-
87
Weight Scales - Construction
W W-15
Revenue Fund
20
60,000
60,000
88
Weight Scales - Construction Engineering
W W-15
Revenue Fund
20
2,000
2,000
89
Oxidation Ditch Fences (1, 2 & 3)
W W-16
Revenue Fund
20
50,000
50,000
90
Bypass Pump System for 4 Lift Stations
W W-17
Revenue Fund
30
272,000
272,000
91
W WTP Carport Bays (3)
W W_18
Revenue Fund
20
28,500
28,500
92
Bioset Upgrades
W W-19
Revenue Fund
20
500,000
500,000
93
New Maintenance Building
GP-01
Revenue Fund
50
830,000
830,000
94
Fuel Storage Tanks at JV W & W WTP
GP-02
Revenue Fund
20
110,000
110,000
95
Utility Relocation for SR29 Widening from CR846 to Agriculture Way
GP-03
FDOT
30
25,000 25,000
840,000 890,000
96
Utilities for SR29 By -Pass from CR846 to north of New Market Road
GP-04
FDOT
30
90,000 2,165,000
2,255,000
97
District Wide Water and Sewer Expansion
GP-05
Revenue Fund
30
50,000 50,000
98
Master Plan Update
GP-06
Revenue Fund
20 & 30
150,000
150,000
99
New Administration Building (Land Acquisition)
GP-07
Bank Note
40
1,132,500
1,132,500
100
New Administration Building (Study)
GP-07
Revenue Fund
40
35,000
35,000
101
NEW SCADA SYSTEM
GP-08
Revenue Fund
20 & 30
120,000
400,000 200,000
200,000 200,000 1,120,000
Capital Outlay
102
Allowance for Capital Outlay - Wastewater Treament
TBD
Revenue Fund
20
391,000
391,000 391,000
391,000 391,000 1,955,000
103
Allowance for Capital Outlay - Wastewater Collection
TBD
Revenue Ford
30
244,000
244,000 244,000
244,000 244,000 1,220,000
104
Assumed Additional Average Capital Outlay
TBD
Revenue Fund
-
- -
- - -
105
Assumed Additional Average Maintenance
TBD
Revenue Fund
-
- -
- - -
106
TOTAL WASTEWATER PLANT COSTS
$10,588,000
$9,465,700 $6,968,000
$3,681,040 $18,485,000 $49,187,740
107
TOTAL CAPITAL IMPROVEMENT PROJECTS
$14,840,500 $19,062,200 $10,555,500
$8,478,540 $30,792,500 $83,729,240
STRATEGIC REPORT AND DEVELOPMENT FOR IMMOKALEE WATER AND SEWER DISTRICT I 11
Port of the Islands Community Improvement District
TABLE NO. 8
CAPITAL IMPROVEMENT PLAN
UTILITY COMPONENT
(NOTE: Projects are not listed in priority)
PROJECT
NO.
DESCRIPTION
YEAR
BUDGET
1
Water Storage Tank Addition
1-5
$425,000
2
Water Storage Tank Repair
1-5
$75,000
3
Wastewater Filter Evaluation
1-5
$10,000
4
Fire Hydrant Removal — North Hotel
1-5
$2,500
5
Plant Facility Gate Replacement
1-5
$10,000
6
Wastewater Filter Replacement/Modification
1-5
$150,000
7
Wastewater Collection System Evaluation
1-5
$27,500
8
Wastewater Pump Station Evaluation
1-5
$10,000
9
Water System Isolation Valve Replacement Phase 1
1-5
$150,000
10
Fire/Irrigation System Isolation Valve Replacement
Phase 1
1-5
$100,000
11
Wastewater Pump Station Rehabilitation
1-5
$150,000
12
Wastewater Plant Aeration Piping Replacement
1-5
$65,000
13
Wastewater Plant Bar Screen Replacement
1-5
$80,000
14
Wastewater Transmission System Isolation Valve
Replacement Phase 1
1-5
$6,000
15
Wellfield AC Transmission Main Replacement
5-10
$1,210,000
16
Well Reconditioning/Pump Replacement Wells 1-3
5-10
$150,000
17
Wellfield Emergency Generator Replacement
5-10
$70,000
18
Wastewater Collection System Rehabilitation
5-10
$10,000
19
Plant Facility Existing Building Evaluation
5-10
$20,000
20
Wastewater MBR Equipment Removal
5-10
$50,000
21
Fire/Irrigation High Service Pump Replacement
5-10
$60,000
22
Union Road AC Water Main Replacement
5-10
$490,000
23
Orchid Cove Water Main Interconnect
5-10
$20,000
24
Orchid Cove Fire/Irrigation Main Interconnect
5-10
$35,000
25
Plant Facility Existing Building
Demolition/Renovation
5-10
$350,000
26
Water System Isolation Valve Replacement Phase 2
5-10
$150,000
27
Wastewater Transmission System Isolation Valve
Replace ent Phase 2
5-10
$6,000
28
Fire/Irrigation System Isolation Valve Replacement
Phase 2
5-10
$100,000
29
Water System High Service Pump Replacement
10-20
$120,000
30
Water RO Membrane Replacement
10-20
$60,000
31
Well Reconditioning/Pump Replacement Wells 1-3
10-20
$150,000
TABLE NO. 9
CAPITAL IMPROVEMENT PLAN
UTILITY COMPONENT
FIVE YEAR PROJECTS
(NOTE: Projects are not listed by priority)
PROJECT
NO.
DESCRIPTION
YEAR
BUDGET
1
Water Storage Tank Addition
1-5
$425,000
2
Water Storage Tank Repair
1-5
$75,000
3
Wastewater Filter Evaluation
1
$10,000
4
Fire Hydrant Removal — North Hotel
1
$2,500
5
Plant Facility Gate Replacement
1
$10,000
Subtotal
$522,500
6
Wastewater Filter Replacement/Modification
2
$150,000
7
Wastewater Collection System Evaluation
2
$27,500
8
Wastewater Pump Station Evaluation
2
$10,000
9
Water System Isolation Valve Replacement Phase 1
2
$150,000
Subtotal
$337,500
10
Fire/Irrigation System Isolation Valve Replacement
Phase 1
3
$100,000
11
Wastewater Pump Station Rehabilitation
3
$150,000
12
Wastewater Plant Aeration Piping Replacement
3
$65,000
Subtotal
$315,000
13
Wastewater Plant Bar Screen Replacement
4
$80,000
14
Wastewater Transmission System Isolation Valve
Replace ent Phase 1
4
$6,000
15
Wellfield AC Transmission Main Replacement
4-6
$1,210,000
Subtotal
$1,296,000
TABLE NO. 10
CAPITAL IMPROVEMENT PLAN
ROADWAY & DRAINAGE COMPONENT
(NOTE: Projects are not listed by priority)
PROJECT
NO.
DESCRIPTION
YEAR
BUDGET
1
Stella Maris North Pavement
Current
$150,000
2
Newport Drive Drainage
1-5
$165,000
3
Morning Star Cay Drainage
1-5
$70,000
4
Cays Drainage (Wilderness, Windward, Venus Cay
& Sunset Ca
1-5
$400,000
5
Union Road Pavement Upgrade
1-5
TBD
6
Newport Drive Pavement Rehabilitation
5-10
$235,000
Reserve Funds - Annually
Drainage
$65,000
Roadways
$50,000