HomeMy WebLinkAboutDocumentation_Local Planning Agency_Tab 02_10/16/2014 ORDINANCE NO. 20-14
AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF
TEQUESTA, FLORIDA, AMENDING INFRASTRUCTURE ELEMENT,
POTABLE WATER SUBELEMENT OF ITS COMPREHENSIVE
DEVELOPMENT PLAN TO ADOPT AN UPDATED TEN YEAR WATER
SUPPLY FACILITIES WORK PLAN IN ACCORDANCE WITH SECTION
1633177, FLORIDA STATUTES; PROVTDING THAT THE TEXT, AS
AMENDED OR REVISED, SHALL BE SUBSTITUTED FOR AND REPLACE
IN FULL THE EXISTING TEXT; PROVIDING FOR TRANSMITTAL TO THE
STATE LAND PLANNING AGENCY; PROVIDING A CONFLICTS CLAUSE
AND A SEVER.ABILITY CLAUSE; PROVIDING AN EFFECTNE DATE;
AND FOR OTHER PURPOSES.
WHEREAS, the State Legislature of the State of Florida has mandated that all
municipalities draft and adopt comprehensive development plans to provide thorough and
consistent planning with regard to land within their corporate limits; and
WHEREAS, all amendments to the comprehensive development plan must be adopted in
accordance with detailed procedures which must be strictly followed; and
WHEREAS, Section 163.3177, Flo�ida Statutes, requires that local governments
coordinate appropriate aspects of their comprehensive development plans with the appropriate
water management district's regiona.l water supply plan and ensure that the future land use plan is
based upon availability of adequate water supplies and public facilities and services; and
WHEREAS, Section 163.3177, F'lorida Statutes requires, for local governments subject
to a regional water supply plan, that such local governments include in their comprehensive
development plan a water supply facilities work plan spamung at least a 10 year period, that
identifies any alternative water supply projects, traditional water supply projects, bulk sale
agreements and conservation/reuse programs necessary to meet current and future water use
demands within the local government's jurisdiction; and
WHEREAS, the Village of Tequesta is subject to the regional water supply plan that was
updated and approved by the South Florida Water Management District on September 12, 2013;
and
WHEREAS, the Village of Tequesta, Florida, has initiated and carefully prepared a water
, supply facilities work plan amendment to its comprehensive development plan pursuant to the
I � foregoing requirements; and
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WHEREAS, the Village of Tequesta has held a11 duly required public hearings; both prior
to submission of the proposed amendments of the plan to the State Department of Community
Affairs and after the proposed amendments of the plan were returned to the Village of Tequesta,
in accordance with Chapter 1633184, Florida Statutes; and
WHE$EAS, the Village Council desires to adopt the amendments to the cuxrent
comprehensive development plan to guide and control the future development of the Village, and
to preserve, promote and protect the public health, safety and welfare.
NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, FLORIDA, THAT:
Section 1: The Village of Tequesta Comprehensive Plan is hereby amended at the
Infrastructure Element, Potable Water Sub element, by adopting revised text and the associated
10 year water supply facilities work plan, which are attached hereto as Exhibit "A" and made a
part hereof and of the current Comprehensive Development Plan in accordance with Sec.
1633177, Florida Statutes. The text adopted in Exhibit "A" sha11 be substituted for and replace
in total the previously adopted text in the amended element.
Section 2: A copy of the comprehensive development plan, as amended, sha11 be kept
on file in the office of the Village Clerk, Village of Tequesta, Florida.
Section 3: The Village Manager is hereby directed to transmit three (3) copies of the
amendment to the current comprehensive development plan to the State Land Planiung Agency,
a.long with a copy to the Treasure Coast Regional Planning Council, and to any other unit of local
government who has filed a written request for a copy, withixi ten (10) working days after
adoption, in accordance with Section 163.3184(4), Florida Statutes.
Section 4: All ordinances or parts of ordinances in conflict be and the saxne axe
hereby repealed.
Section 5: Should any section or provision of this Ordinance or any portion thereof,
any paragraph, sentence or word be declared by a court of competent jurisdiction to be invalid,
i
i such decision shall not affect the validity of the remainder of this Ordinance.
'I Section 6: The effective date of this plan amendment shall be the date a final order is
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issued by the Department of Community Affairs or Adxninistration Commission finding the
amendment in compliance in accordance with Section 163.3184(1)(b), Flo�ida Statutes,
whichever occuxs earlier. No development orders, development permits, or land uses dependent
on this amendment may be issued or commence before it has become effective. If a final order of
noncompliance is issued by the Administration Commission, this a.mendment may nevertheless
be made effective by adoption of a resolution affirming its effective status, a copy of which
� resolution sha11 be sent to the Department of Community Affairs, Division of Community
Planning, Plan Processing Team.
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VILLAGE OF TEQUESTA, FLORIDA
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10 YEAR WATER SUPPLY FACILITIES WORK PLAN
Prepared By:
ARCADIS U.S., Inc.
2081 Vista Parkway, Suite 305
West Palm Beach, FL 33411
Tel: (561) 697-7000
Fax: (561) 697-7193
NZ Consultants, Inc.
1851 W. Indiantown Road, Suite 100
Jupiter, FL 33458
Tel: (561) 758-2252
Fax: (561) 658-2278
SEPTEMBER 2014
Table of Contents
1. Introduction 1-1
1.1 Statutory History 1_2
1.2 Statutory Requirements 1-3
2. Background Information 2_1
2.1 Overview 2_ 1
2.2 Relevant Regional Issues 2_1
3. Data and Analysis 3-1
3.1 Population Information 3-1
3.2 Maps of Current and Future Areas Served 3-1
3.3 Potable Water Level of Service Standard 3-1
3.4 Population and Potable Water Demand Projections by Each Local
Government or Utility 3-1
3.5 Water Supply Provided by Local Government 3-4
3.6 Water Treatment Processes and Distribution Facilities 3-5
3.7 Water Conservation 3-9
3.8 Reuse Water 3-10
4. Capitallmprovements 4-1
4.1 Work Plan Projects and Schedule 4_1
5. Summary and Conclusions 5-1
5.1 Raw Water Supply vs. Projected Potable Water Demand 5-1
5.2 Comprehensive Plan Amendment - Goals, Objectives and Policies 5-3
5.2.1 Infrastructure Element, Potable Water Sub-element 5-3
5.2.2 Conservation Element 5-3
ARCADIS Project No. RF05-106.14 (Updated February 2014) �
Table of Contents
Figures
Figure 2-1: Village Boundaries Map 2_2
Figure 3-1: Vllage Service Area Boundaries Map 3-3
Figure 3-2: Village Facilities Location Map 3-8
Figure 3-3: Village Reuse Application Service Map 3-10
Tables
Table 3-1: VOT — Level of Service Standards 3-1
Table 3-2: VOT — Projected Populations of the Service Area — CUP 50-00046-W 3-1
Table 3-3: VOT — 2013 LEC-WSP Updates — Tequesta Service Area — Population
and Finished Water Demands 3_2
Table 3-4: VOT — Projected Populations of the Serice Area 3-3
Table 3-5: VOT — Population and Potable Water Demand Projections 3-3
Table 3-6: SFWMD WUP- Raw Water Supply Wellfield and Permitted Allocations
through 2031 3�
Table 3-7: VOT - Reuse Application Sites and Allotted Usages 3-11
Table 5-1: Summary of Raw Water and Treatment Capacities versus Projected
Potable Water Demands based on 2009 Population Data 5-2
Exhibits
Exhibit 3-1: VOT — Consumer Confidence Report (2013) 3-1
ARCADIS Project No. RF05-106.14 (Updated February 2014) jj
Village of Tequesta
Water Supply Facilities
Work Plan
'��'����� introduction
1. Introduction
The purpose of the Village of Tequesta Water Supply Facilities Work Plan (WSWP) 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, Florida Statutes
(F.S.), requires local governments to prepare and adopt Work Plans into their comprehensive
plans within 18 months after the South Florida Water Management District (District) approves a
regional water supply plan or its update. The Lower East Coast Water Supply Plan Update was
approved by the South Florida Water Management District (SFWMD) on September 12, 2013.
Therefore, the deadline for local governments within the Lower East Coast Region to amend their
comprehensive plans to update the Work Plan is March 12, 2015.
Residents of the Village of Tequesta obtain their water directly from the Village of Tequesta
Utilities Department, which is responsible for ensuring that enough capacity is available for
existing and future customers.
The Work Plan will reference the initiatives already identified to ensure adequate water supply for
Village of Tequesta. According to state guidelines, the Work Plan and the comprehensive plan
must address the development of traditional and altemative water supplies, service delivery and
conservation and reuse programs necessary to serve existing and new development for at least a
10-year planning period. The Work Plan will have a planning time schedule consistent with the
comprehensive plan and the Lower East Coast Water Supply Plan Update.
The Work P1an is divided into six sections:
Section 1 — Introduction
Section 2— Background Information (including Regional Issues Identified in the 2030 Lower East
Coast Water Supply Plan)
Section 3— Data and Analysis
Section 4— Work Plan Projects/Capital Improvement Element/Schedule
Section 5— Summary and Conclusions
1.1 Statutory History
The �lorida Legislature has enacted bills in the 2002, 2004, and 2005 sessions to address the
State's water supply needs. These bills, in particular Senate Bills 360 and 444 (2005 legislative
session), significantly changed Chapter 163 and 373, F.S. by strengthening the statutory links
between the regional water supply plans prepared by the water management districts and the
comprehensive plans prepared by local govemments. In addition, these bills established the
basis for improving coordination between the local land use planning and water supply planning.
ARCADIS ProjectNo. RF05-106.14 (Updated February 2014) 1-1
Village of Tequesta
Water Supply Facilities
Work Plan
�� '��'����� Introduction
1.2 Statutory Requirements
The Village of Tequesta considered the following statutory provisions when updating the Water
Supply Facilities Work Plan (V1/ork Plan):
1. Coordinate appropriate aspects of its comprehensive plan with the Lower East Coast
Regional Water Supply Plan, [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 [s.163.3177 (6) (a), F.S.]. 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 Map amendments submitted for review.
3. Ensure that 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 and consult with the applicable water supplier to
determine whether adequate water supplies will be available to serve the development by
the anticipated issuance date of the certificate of occupancy [s.163.3180 (2) (a), F.S.].
4. For local governments subject to a regional water supply plan, revise the General
Sanitary Sewer, Solid Waste, Drainage, Potable Water, and Natural Groundwater Aquifer
Recharge Element (the "Infrastructure Element"), within 18 months after the water
management district approves an updated regional water supply plan, to:
a. Identify and incorporate the alternative water supply project(s) selected by the
local govemment from projects identi�ed in the Lower East Coast Regional Water
Supply Plan, or the alternative project proposed by the local govemment under s.
373.0361(8)(b), F.S. [s. 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 Lower East
Coast Regional Water Supply Plan [s. 163.3177(6)(c)3, F.S.]; and
c. Update the 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. [s. 163.3177(6)(c)3, F.S.]
5. Revise the Five-Year Schedule of Capital Improvements to include any water supply,
reuse, and conservation projects and programs to be implemented during the five-year
period. [s. 163.3177(3)(a)4, F.S.];
6. To the extent necessary to maintain internal consistency after making changes described
in Paragraphs 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 Lower
East Coast Regional Water Supply Plan, as well as applicable consumptive use permit(s).
[s.163.3177 (6)(d), F.S.] The plan must address the water supply sources necessary to
ARCADIS Project No. RF05-106.14 (Updated February 2014) 1-2
�� Village of Tequesta
' Water Supply Facilities
Work Plan
��` ���`��� Introduction
meet and achieve the existing and projected water use demand for the established
planning period, considering the appropriate regional water supply pfan. [s.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 Lower East Coast Regional Water
Supply Plan. [s.163.3177(6)(h)1., F.S.]
8. While an Evaluation and Appraisal Report is not required, local governments are
encouraged to comprehensively evafuate, and as necessary, update comprehensive
plans to reflect changes in local conditions. The evaluation could address the extent to
which the local government has implemented the 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
conservation and reuse programs are meeting local water use demands. [s.163.3191 (3),
F.S.]
ARCADIS Project No. RFOS-106.14 (Updated February 2014) 1-3
Village of Tequesta
Water Supply Facilities
Work Plan
'������� Background Information
2. Background Information
Included in this section is a brief overview of the Village of Tequesta, including information on
land use and population.
2.1 Overview
The Village of Tequesta (Village) was incorporated in 1957. The Village consists of an area of
approximately 2.3 square miles. The Village is bounded to the south and west by the northwest
fork of the Loxahatchee River and Intracoastal Waterway, to the east by the Atlantic Ocean and
to the north by Martin County, Florida. The Village boundaries are shown on Figure 2-1. The
actual water service area for the Vitlage of Tequesta extends beyond the Village corporate
boundaries to include portions of the Town of Jupiter, Jupiter Inlet Colony, Jupiter Island, portions
of unincorporated Martin County and unincorporated Palm Beach County, the Rolling Hills
subdivision and Jonathan Dickinson State Park. The Village is self-supplied and therefore, is the
only potable water service provider within the service area. The Village owns, operates and
maintains all of the raw water supply, treatment and distribution facilities located within the
service area. In addition, there are no self-served areas in the Village however, many of the
residents utilize personal wells for irrigation purposes.
The Village is approaching built-out conditions and will experience limited to moderate population
growth through the Year 2030. Based on the population estimates prepared by the University of
Florida Bureau of Economic and Business Research (BEBR), Palm Beach Water Supply Plan
and Long Range Transportation Plan (LRTP) for 2030, Jupiter Inlet Colony Adopted WSP
(September 11, 2009) and Martin County LRTP it was estimated that the Village's combined
water service area served a population of 12,243 in 2010. The Village's water service area
population is expected to experience a 13% growth through the year 2030 to a build-out
population of 14,041.
2.2 Relevant Regional Issues
As the State agency responsible for water supply in the Lower East Coast planning area, the
SFWMD plays a pivotal role in resource protection, through criteria used for Consumptive Use
Permitting. As pressure increased on the Everglades ecosystem resource, the SFWMD
Governing Board initiated rule making to limit increased allocations dependent on the Everglades
system. As a result, the Regional Water Availability Rule was adopted by the Governing Board on
February 15, 2007 as part of the SFWMD's water use permit program. This reduced reliance on
the regional system for future water supply needs, mandates the development of alternative
water supplies, and increased water conservation and reuse.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 2-1
Village of Tequesta
Water Supply Facilities
Work Plan
x �1��'����
Background Information
The regional issues identified for 2030 in the Lower East Coast Planning Region are:
1. Construction of two potable water supply development projects by PWS utilities.
2. Utilization of the flexibility within the 2008 Lake Okeechobee Regulation Schedule (2008
LORS) as incremental dam safety improvements are completed; and in the longer term,
completion of the seepage berm construction or equivalent repairs to the Herbert Hoover
Dike for Reaches 1, 2 and 3 by USACE and implementation of a new Lake Okeechobee
regulation schedule.
3. Implementation of Comprehensive Everglades Restoration Plan (CERP) and other
projects identified in MFL prevention and recovery strategies.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 2_2
Village of Tequesta
Water Supply Facilities
Work Plan
� ������� Background Information
Figure 2-1: Village Boundaries Map
ARCADIS Project No. RFOS-106.014 (Updated February 2014) 2_2
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Village of Tequesta
Water Supply Facilities
Work Plan
� �������
Data and Analysis
3. Data and Analysis
3.1 Population Information
The Viflage's existing and future population figures are derived from the 2010 US Census, the
University of Florida Bureau of Economic and Business Research (BEBR), Palm Beach County
Water Supply Plan, Martin County MPO and the 2013 Lower East Coast Water Supply Plan
Update prepared by South Florida Water Management District.
3.2 Maps of Current and Future Areas Served
The Village service area currently includes the Village corporate boundaries and extends beyond
the Village boundaries to include Jupiter Inlet Colony, part of Jupiter Island, unincorporated areas
of Martin County and Palm Beach County. The Village service area is not expected to expand its
physical boundaries through the Year 2030. The existing and future Village service area
boundaries are shown on Figure 3-1.
3.3 Potable Water Level of Senrice Standard
The Ullage's leve� of service standard for potable water is as follows in Table 3-1.
Table 3-1: VOT — Le of Senrice Standards
Average Maaimum Storage
Day Day Capacity
Residential (gpcd) 120 180
Non-residential (gpd) 2,020 3,030
Storage Capacity (MG) 2,�5
3.4 Population and Potable Water Demand Projections by Each Local Govemment or Utility
The Village's Consumptive Use Permit (CUP 50-00046-V1n was approved by SFWMD on October
31, 2011. The approved CUP was based on the population projections shown in Table 3-2.
Table 3-2: VOT — Projected Populations of the Service Area — CUP 50-00046-W
Projected Village of Unincorporated Palm Jupiter Jupiter Unincorporated Total Estimated
Year Tequesta Beach County Inlet Colony Island Martin County Projections
2010 6146 2153 318 99 3230 11946
2015 6565 2194 391 20 3461 12631
ARCADIS Project No. RF05-106.014 (Updated February 2014) ��
V�llag� o? T�GUesta
VVater Supply Facilities
Work Plan
����' ���
Data and Analysis
Table 3-2: VOT — Projected Populations of the Service Area — CUP 50-00046-W
Projected Village of Unincorporated Palm Jupiter Jupiter Unincorporated Total Estimated
Year Tequesta Beach County Inlet Colany Island Martin County Projections
2020 6946 2296 391 20 3478 13128
2025 7293 2345 391 20 3495 13544
2030 7598 2390 391 20 3513 13912
Table 3-3 presents population and finished water d�mand acc�rding to the 2013 Lower East
Coast Water Supply Plan (LEC-WSP) update adopted by SFWMD on September 12, 2013. The
data presenied below is included on Chapter 6, "Water Supply Development Status and Projects. "
Table 3 VOT — 2013 LEC Updates — Tequesta Service Area — Population and Fi�ished Water Demand
POPULATION AND FINlSHED WATER DEMAND
Existing Projected
2010 2020 2030
Population 11,581 13,345 15,108
Per Capita (gallons per day finished water) 235 23� 235
Potable Water Demands dail avera e annual finshed water in MGD 2.72 3.14 3.55
SFWMD WATER USE PERMITTED (50-00046-W) ALLOCATION (MGD)
Potable Water Service Existing Projected
2010 2020 2030
Fresh VVat�r 2.70 1.10 1.10
Brackish V'Jater 4.40 3.43 3.43
Total Allocation 4.84 4.37 4.37
POTABLE WATER TREATMENT CAPACITY
Existing Projected
FDEP Permitted Capacity 2010 2020 2030
Fresh Water 2.73 2.73 �.73
Brackish Water 3.60 3.60 3.60
Planned Pro�ect Capacit� 0.00 0.00 C.aO
Total Capacity 6.33 6.33 6.33
NONPOTABE WATER TREATMENT CAPACITY
P.eclaimed water 0.00 O.OG 0.00
a Th2 perr�it in effect in 2Q1 � dicl n�t have annuai or rnonthly source limits for the S?.S �r FAS. The numbers
shown here are maximum day allocations, v�ihich are further limited by the to±al annual allocation or both
sources of 4.84 MGD.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3-G
Village of Tequesta
Water Suppiy Facilities
Work Plan
� ��'����� Data and Analysis
Table 3-4 presents the population projection based on the 2010 US Census, the University of
Florida Bureau of Economic and Business Research (BEBR), the Palm Beach County Water
Supply Plan and the Martin County MPO.
Table 3 VOT - Projected Populations of the Service Area
Projected Village of Unincorporated Jupiter Jupiter Unincorporated Tota1
Year Tequesta Palm Beach Inlet �land Martin County Estimated
County Colony Projections
2010 5,629 2,176 400 27 4,011 12,243
2015 6,061 2,199 411 28 4,151 12,850
2020 6,196 2,228 416 29 4,371 13,240
2025 6,344 2,264 422 30 4,567 13,627
2030 6,522 2,310 433 31 4,745 14,041
Table 3-5: VOT - Population and Potable Water Demand Pr ojections
2010 2015 2020 2025 2030
Projected Population (Persons) 12,243 12,850 13,240 13,627 14,041
Per Capita Usage (GPD) 247 247 247 247 247
Per Capita Usage (GP� 90,155 90,155 90,155 90,155 90,155
Total Annua.l Usage (MGY) 1,103 1,158 1,193 1,228 1,265
Avg. Monthly Usage (MGM) 92 97 99 102 106
Max. Monthly Usage (MG1V� 108 112 117 120 125
Tables 3-2, 3-3 and 3-4 above present population projections through the year 2030. Popu4ation
figures included in Tables 3-2 were prepared prior to the 2010 US Census data. Also, the Village
of Tequesta water service area was modified after the 2009 Water Supply Work Plan which
impacts the number of population to be served. The population figures presented on the above
Tables vary from 1 to 8 percent which is minimum in terms of service projections.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3-3
Village of Tequesta
Water Supply Facilities
Work Plan
4 �l1��
Data and Analysis
Figure 3-1: Village Service Area Boundaries Map
ARCADIS Project No. RF05-106.014 (Updated February 2014) �3
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� E a ARCADIS U.S., INC. VILL'r��GE O� TEC?U�Sl�\ .00aa� L STEFFER
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�� a WEST PALM BFACH, FL 33411 ������ICE Ai Er� BOU��I�"r�PI�S �JI.'�i� PROJECT NUMBER DRA�MNC NUtiIBER
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Q= Q Ce�ificate No. E800007977
Village of Tequesta
Water Supply Facilities
Work Plan
�x ,�����1�
Data and Analysis
3.5 Water Suppiy Provided by Local Government
The Village is currently permitted under SFWMD Water Use Permit (WUP) number 50-00046-W
to withdraw a total annual allocation of 1,594 million gallons (MG) and a maximum monthly
allocation of 230.11 MGM. The WUP allows the Village to withdraw raw water from both the
Surficial and Floridan aquifers. There are currently a total of ten (10) active surficial aquifer wells
and four (4) active Floridan aquifer wells. The allocations also include a provision of one
additional surficial well (No. 28) and one Floridan aquifer well (No. R5) at some point in the future,
as warranted. A summary of the existing raw water supply wellfield's and permitted capacities
based on the current WUP are provided in Table 3-6.
Table 3-6: SFWMD WUP- Raw Water Supply Wellfield and P ermitted Allocatio through 2031
Max. Month Annual
Allocation Allocation
(MG) (MG)
Eastern Peninsular Surficial Aquifer
Well No. 7 6.0 --
Well No. 8 6.0 --
Wells No. 18, 19 and 20 13.5 --
Well No. 23 12.0 --
Well No. 24 3.0 --
Well No. 28 (Future) 9.0 --
Total: 49.5 --
Western Peninsular Surficial Aquifer
Wells No. 25, 26 and 27 2�.p __
Total for Surficial Aquifer: 62 401
Floridan Aquifer
Wells No. Rl through RS 168 1,251
(4 Existing, 1 Future)
Tota1 Raw Water from Surficial and Floridan: 230 1,594
The annual withdrawal allocations from both the surficial aquifer and Floridan aquifer represent a
decrease from the previous Water Use Permit. It should be noted that the total (i.e. surficial plus
Floridan) annual and maximum month raw water allocations are less than the sum of the
requested annual and maximum month allocations irrespective of the aquifer source.
, ARCADIS Project No. RF05-106.014 (Updated February 2014) 3�.
Village of Tequesta
Water Supply Facilities
Work Plan
� '��'�'�'��� Data and Analysis
3.6 Water Treatment Processes and Distribution Facilities
The Village's water treatment plant (WTP) primary treatment processes consist of inembrane
softening via reverse osmosis and manganese greensand filtration. Each process is operated
independent of the other with the treated water from each process being blended into a final
finished water product. The manganese greensand filtration process was the original treatment
technology employed at the Village's WTP. The manganese greensand filtration system has a
finished water permitted capacity of 2.73 MGD and currently operates at 90% recovery. The
expansion of the manganese greensand filter process in the future is not anticipated. The
Village's reverse osmosis system consists of three, 1.2 MGD, permeate capacity reverse
osmosis process trains. The reverse osmosis system is designed to operate at a 75% recovery
rate. However, as the membrane filtration unit's age, it can be expected that the recovery rate
will decrease to approximately 70% priorto membrane replacement. In July 2011, the installation
of the third reverse osmosis train was completed, which increased the permeate capacity to the
ultimate build-out capacity of 3.6 MGD. The expansion of the reverse osmosis treatment process
provides the Village with increased flexibility with regard to meeting the potable water demands of
the service area during times of drought and water restrictions which could potentially impact the
availability of raw water from the surficial aquifer.
The Village distribution system consists of water mains from 4-inch to 24-inch diameter. The
water mains vary in materials and age. The oldest mains were constructed with asbestos cement
pipe and the new mains are constructed with PVC or ductile iron. The Village maintains two (2)
ground storage tank facilities within the water treatment plant site. These tanks have respective
capacities of 2.0 MG and 0.75 MG. A third off-site storage tank within the distribution system (0.5
MG) has been deemed obsolete and is planned for demolition in October/November 2015.
System losses for the Village's distribution system are 2-3% on an average basis.
Distribution pumping facilities include high service pumps located at the Village's water treatment
plant. There are seven (7) high service pumps located at the water treatment plant. Two of the
pumps have a design capacity of 2,275 gpm (3.28 MGD), four of the pumps have a design
capacity of 700 gpm (1.0 MGD) and the remaining pump has a capacity of 1,275 gpm (1.84
MGD). The off-site pumping facilities associated with the 0.5 MG storage tank referenced above,
are being removed during the tank demolition in October/November 2015. Based on the
projected potable water demands through the Year 2030 and the applicable fire flow demand, the
existing pumping facilities will be adequate for the Village's needs.
The location of the Village's water treatment plant, raw water supply wells and ground storage
facilities are shown on Figure 3-2.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3-5
Village of Tequesta
Water Supply Facilities
Work P(an
� ��'����� Data and Analysis
Currently, the Village is no longer purchasing bulk quantities of finished water from the Town of
Jupiter Utilities. The Village does, however, maintain two emergency interconnects with the Town
of Jupiter. In the event of an emergency within either of the neighboring municipalities (the Village
or Town of Jupiter), the interconnects provide a means for each municipality to provide
uninterrupted service to their respective potable water users. The Village is not and has no
intentions to enter into any interlocal agreements with the Town of Jupiter to purchase or sell bulk
quantities of finished water.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3-6
Village of Tequesta
Water Supply Facilities
Work Plan
� ������� Data and Analysis
Figure 3-2: Village Facilities Location Map
ARCADIS Project No. RF05-106.014 (Revised February 2014) �g
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� SHEET TITLE TASK/PHASE NUMBER �R4W� BY
c E Q ARCADIS U.S., �NC. Vii I�;�c !Jj ItCUcJ�'r, 00001 T. STEFFER
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Q= O Certiiicate No. E600007917
Village of Tequesta
Water Supply Facilities
Work Plan
'C7:9i �������
Data and Analysis
3.7 Water Conservation
The Village has been proactive in the practice of water conservation for a number of years
through the enactment of multiple Village ordinances, institutional controls and community
outreach and education programs. The Village's current water conservation plan consists of the
following elements:
• Permanent Irrigation Ordinance — An ordinance which restricts landscape irrigation to the
hours of 4:00 p.m. to 10:00 a.m., seven days per week has been in effect for several
years within the Village service area. This ordinance is enforced along with any irrigation
restrictions imposed by the SFWMD.
o As a new requirement since the last Work Plan update, the Vil{age has
implemented the Mandatory Year-Round Irrigation Conservation Measures as
detailed in 40E-24 Florida Administrative Code. The Village of Tequesta's Code
of Ordinances includes requirements for restrictions on water use during times of
an "emergency situation" as declared by SFWMD or when the Village of Tequesta
Council determines a reduction in water consumption is necessary to alleviate a
local water shortage within the Village of Tequesta's water system. Water
restrictions may include reduction of hours and days allowed for irrigation,
washing of vehicles, washing of outdoor surfaces, operation of ornamental
fountains, operation of air conditioning without a recirculation system, limitations
on filling and use of swimming pools, limitations on leakage of water through
defective plumbing, restrictions on hotels and restaurants as to the minimum
amount of water necessary to conduct operations and other restrictions as
necessary.
• Florida-friendly Landscaping Ordinance — An ordinance which requires the use of Florida-
friendly landscaping materials and the minimum percent of required pervious area that
must follow the principles of Florida Friendly Landscape provisions as set forth in the
SFWMD's Xeriscape Plant Guide II. The Willage of Tequesta adopted Ordinance No. 6-12
"Florida Friendly Landscaping" on April 12, 2012.
• Ultra-Low Volume Plumbing Fixture Ordinance — An ordinance which requires ultra-low
volume plumbing fixtures on all new construction is in effect for the ViAage service area.
o As a new requirement, the Village has adopted the Florida Building Code (FBC)
which contains plumbing flow restriction requirements. The Ullage of Tequesta's
Building and Inspection Services Division also includes in their provisions for new
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3_9
Village of Tequesta
Water Suppiy Facilities
Work Plan
�� �I���t���
Data and Analysis
construction to have water conservation control devices installed per the Florida
Plumbing Code, as a condition for granting certificates of occupancy.
• Rain Sensor Device Ordinance — An ordinance which requires any person who purchases
and installs an automatic lawn sprinkler system to install, operate and maintain a rain
sensor device or automatic switch which will override the irrigation system with the
occurrence of adequate rainfall is in effect for the Village service area.
• Water Conservation Rate Structure — The Vi(lage has a conservation-based rate structure
which includes an increasing block rate structures as a means of encouraging users to to
minimize water usage.
• Leak Detection Program — The Village has an unaccounted for water and leak detection
program. The program includes water auditing procedures, in-field leak detection efforts
and repair. The average annual estimated unaccounted for water loss, for the years 2009-
2013 was approximatefy 8.0 percent.
• Water Conservation Education Program — The Village regularly distributes flyers to
employees and customers. Information signs, press releases and messages regarding
water conservation are also printed on customer bills.
o As a new requirement, the Village of Tequesta has to provide an Annual progress
Report to the District by November 15 of each year. The Village's Annual
Consumer Confidence Report (2012) is presented as Exhibit 3-1.
• Reuse Water — Wastewater treatment within the service area is provided by either onsite
septic systems or the Loxahatchee River Environmental Control District (the District). The
District provides reuse water to several golf courses within the Village service area. A
discussion of the reuse system is provided under subsequent sections of this Work Plan.
In regards with Water Conservation, the Village does not have local financial responsibilities as
part of Capital Improvements Element (CIE) or Capital Improvements Schedule (CIS).
3.8 Reuse Water
As mentioned above, the District provides irrigation quality (i.e. reuse quality) water to three (3)
golf courses located within the Village service area. The use of reuse water to irrigate these
sites, which are historically large quantity users, significantly reduces the potable water
production demand at the Village's WTP and in turn the quantity of raw water withdrawn from
ARCADIS Project No. RFOS-106.014 (Updated February 2014) 3-10
Village of Tequesta
Water Supply Facilities
Work Plan
� �� Data and Analysis
both the surficial and Floridan aquifer. A summary of the reuse application sites and the allotted
daily usage at each site is shown in Table 3-5.
Table 3 VOT - Reuse Application Sites and Allotted Usages
Reuse Application Site Daily Allocation (MGD)
Jupiter Hills Country Club 1.10
Turtle Creek Golf Course 0.55
Tequesta. Country Club 0.50
Tota1: 2.15
Based on discussions with the District, there are currently no plans to expand or add additional
reuse application sites within the Ullage service area. Furthermore, the current daily allocations
provided to each site appear to be sufficient to meet the needs of each of the existing reuse
application sites, therefore an increase in the allocations at each site is also not anticipated.
Since the application of reuse water for irrigation has been ongoing within the Village service area
for a number of years, the projected potable water demands of the service area have been
developed exclusive of the required irrigation demand at each of the applications sites. If in the
future there is additional reuse demand within the Village service area and reuse water quantities
are available, the potable water demand projections of the service area would be updated to
reflect the expansion of the reuse system. A reuse service map showing the layout of the reuse
application sites within the Village service area is provided as Figure 3-3.
In regards with Reuse Water, the Village does not have local financial responsibilities as part of
Capital Improvements Element (CIE) or Capital Improvements Schedule (CIS).
ARCADIS Project No. RF05-106.014 (Updated February 2014) 3-11
Village of Tequesta
Water Supply Facilities
Work Plan
� - �I�'�'����
Data and Analysis
Figure 3-3: Village Reuse Application Service Map
ARCADIS Project No. RFOS-106.014 (Updated February 2014) 3-10
Acad Version : RiB.1s (LlAS Tech) Date\iime : Non, O6 Oct 2014 - 10:20am Current Pblsy le � ByColor
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g �� Certificate No. EB00007917 _. _ _. _ __ _ -__-_...—i _ _ __ - _ . _ _—
Village of Tequesta
Water Supply Facilities
Work Plan
� ������� Capital Improvements
4. Capitallmprovements
4.1 Work Plan Projects and Schedule
As part of the preparation of the Water Supply Facilities Work Plan, local governments which are
self-supplied are required to evaluate the existing community water system and determine what
improvements, if any, will be required to the existing treatment systems and/or distribution
infrastructure to meet the potable water demands of the service area over the projection duration.
The Village has completed an evaluation of the current system and infrastructure based on the
projected potable water demands of the Village service area over the next 20 years. The projects
identified will be essential to the Village meeting the potable water demands of the service area.
It shoufd be noted that the projects anticipated within the next five years are consistent with the
projects identified in Appendix A of the SFWMD LEC Plan Update.
The following work plan projects are anticipated sometime in the future and will be incorporated
into the Village's CIP, when warranted:
• The installation of a fifth Floridan aquifer well to be designated R-5. Floridan well R-5 will
be installed, as required, to supplement the existing Floridan wells and provide
redundancy and increased flexibility.
• The installation of an eleventh surFicial aquifer well to be designated Well No. 28. Surficial
Well No. 28 will be installed, as required, to supplement the existing surficial wells and
provide redundancy and increased flexibility.
ARCADIS Project No. RF05-106.014 (Updated February 2014) ¢�
Village of Tequesta
Water Supply Facilities
Work Plan
��� ������� Summary and Conclusions
5. Summary and Conclusions
5.1 Raw Water Supply vs. Projected Potable Water Demand
As previously discussed, the potable water demand projection data is based on the data
provided to us by the SFWMD. It should be noted that an evaluation of the data provided by the
SFWMD with current operating data indicates that data provided is consistent with the current
population increase and per capita water usage within the Village's service area.
A summary of the raw water capacity available, per the requested SFWMD WUP allocations, and
the treatment facility capacity versus the projected potable water demands of the Village service
area through the Year 2030 is shown in Table 5-1.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 5-1
Village of Tequesta
Water Supply Facilities
Work Plan
�� y ������ Summary and Conclusions
Table 5-1: Summary of Raw Water and Treatment Capacities versus Projected Potable Water Demands
based on 2009 Population Data
2010 2015 2020 2025 2030
Population Projection 11,946 12,631 13,128 13,544 13,912
Max. Monthly Usage (MGM) 106 112 117 120 124
Total Annual Usage (MGY) 1,077 1,139 1,184 1,221 1,254
Per Capita Demand (GPD) 247 247 247 247 247
Per Capita Demand (GPY) 90,155 90,155 90,155 90,155 90,155
Filter Plant Capacity (MGD) 2,7 2.7 2,7 2,7 2,7
Filter Plant Recovery Percent (%) 90 90 90 90 90
Required Filter Plant Feed Flow (MGD) 3.0 3.0 3.0 3.0 3.0
R.O. Plant Capacity (MGD) 2.4 3.6 3.6 3.6 3.6
R.O. Plant Recovery Percent (%) 70 70 70 70 70
Required R.O. Plant Feed Flow (MGD) 3.43 5.14 5.14 5.14 5.14
Total Required Feed Flow at Plant Cap. (MGD) 6.43 8.14 8.14 8 14 8 14
Plant Treatment Capacity (MGD) 5.10 63 63 63 63
Plant Treatment Capacity (MGM) 155 192 192 192 192
Treatment Capacity vs. M�. Month Demand (MG1V� +49 +80 +75 +72 +68
Annual Average Water Usage (MGY) 1,077 1,139 1,184 1,221 1,254
Required Combined WUP Allocation (MGY) 1,474 1,543 1,593 1,634 1,670
Permitted WUP Annual Allocation (MGY) 1,529 1,594 1,594 1,594 1,594
WUP Annua.l Allocation +Surplus / -Deficit (MG +55 +51 +1 -40 -76
Max. Monthly Water Usage (MGM) 106 112 117 120 124
Required Combined WLTP Allocation (MGM) 151 159 164 168 172
Permitted WUP Max. Monthly Allocation (MG1Vn 156 230 230 230 230
WUP Max. Monthly Allocation Surplus (MGM) +5 +71 +66 +62 +58
The plant treatment capacity includes all potable water pmduction capacity auailable from both the manganese
greensand filhation process train (2.73 MGD) as well as the reverse osmosis process trains (currenfly two at 12 MGD
each and in Yeaz 2010, three a 1.2 MGD each). It should be noted that it is not likely that all process trains (manganese
greensand and reverse osmosis) will operate at full capacity at the same time. Based on the information submitted as part
of the water use permitting process, the Village, upon construction ofthe third reverse osmosis process train, intends to
operate two of the three reverse osmosis trains as duty trains with the third train as a standby train. The balance of the
potable water production will be supplemented by the manganese greensand process train. This operating scenario will
allow the Village to retain flexibility and operate more cost efficiently.
Z The required combined WUP annual allocation to meet the potable water demands of the service azea from Year 2005
to Year 2015 is based on a 60/40 production split from the manganese greensand filtration train and the reverse osmosis
process trains, respectively. The required combined WiJP annual allocation to meet the potable water demands of the
service area from Yeaz 2015 to Year 2025 is based on a 22l78 production split from the manganese greensand filtrarion
train and the reverse osmosis process trains, respectively. These values assume a.worst case recovery of 90% from the
maz►ganese greensand filtration process train and 70% from the reverse osmosis train.
' The required combined WUP maximum month allocation to meet the potable water demands of the service area to Year
2015 is based on operation of the three, 1.2 MGD permeate capacity (3.6 MGD total) reverse osmosis trains at full
capacity and supplemenring the potable water demands with production from the manganese greensand filtration process
h�aui. The requu�ed combined WUP maximum month allocation to meet the potable water demands of the service azea
from Yeaz 2015 to Year 2025 is based on operation of the three, 12 MGD permeate capacity (3.6 MGD total) reverse
osmosis trains at full ca�acity and supplementing the potable water demands with production from the manganese
greensand filtration process train. These values assume a worst case recovery of 70% from the reverse osmosis process
trains and 90% from the manganese greensand filtration process train.
'Water supply is projected to be sufricient to meet demand within the water service azea.
ARCADIS Project No. RF05-106.014 (Updated February 2014) 5-2
Village of Tequesta
Water Supply Facilities
Work Plan
����'��� Summary and Conclusions
A comparison of the data shown in Table 5-1 indicates that the Village will be capable of ineeting the
potable water demands of the Village service area through the Year 2030 based on the current and
future plant production capacity. It should be noted that the data presented in Table 5-1 includes,
where applicable, the proposed capital improvement projects to be completed in accordance with the
schedule provided in Section 4.
5.2 Comprehensive Plan Amendment - Goals, Objectives and Policies
The following Comprehensive Plan amendments related to the Village's 10-Year Water Supply
Facilities Work Plan Update are bold and underline (proposed new provisions) or °+riLo�hr�� �ivh
(proposed deleted provisions).
52.1 Infrastructure Element, Potable Water Sub-element
Objective 1.7.0: The Village of Tequesta shall se►��'" `� update its
� 10 Year Water Supply Facilities Work Plan (Work
Plan) as required by section 163.3177(6)(c), F.S.
within 18 months after the governing board of the
South Florida Water Management District approved its
Lower East Coast Water Supply Plan Update on
Ceh .., ,��., ���nn� September 12. 2013. T"°�T
,
Dl.�n �Aii�� he � �r��7.+�c� .�F .� minirv�� �rv� r. �ic..r
� �p��� �;;c��,-�- The
Village of Tequesta's Work Plan is designed to: assess
current and projected potable water demands; evaluate
the sources and capacities of available water supplies;
and, identify those water supply projects, using all
available technologies, necessary to meet the Village's
water demands for a ten year period.
Policy 1.7.2: Coordinate appropriate aspects of the Comprehensive
Plan with the South Florida Water Management
District's Regional Water Supply Plan adopted
�ehr� inni ,��nn� September 12. 2013 and with the
f
Palm Beach County 10 �9-Year Water Supply Work
Plan adopted in 2015 �g��2a, �Aw. The Village
shall amend its Comprehensive Plan and Water Supply
Facilities Work Plan as required to provide consistency
with the District and County plans.
, ARCADIS Project No. RF05-106.014 (Updated February 2014) 5-3
Village of Tequesta
Water Supply Facilities
Work Plan
� ������� Summary and Conclusions
5.2.2 Conservation Element
Objective 2.15.0: The September 2014 Villaqe of Tequesta's 10 Year
Water Suaalv Facilities Work Plan (Work Plan) is
herebv adopted bv reference in the Villaqe's
Comprehensive Plan as reauired bv section
163.3177(11(b), F.S. The Village shall implement the
Water Supply Facilities Work Plan to ensure that
adequate water supplies and public facilities are
available to serve the water supply demands of any
population growth the � Villaqe may experience.
Policy 2.15.5: The Village �+N--er�set�r-a�e adopted the use of Florida
Friendly Landscape reauirements ^� ��^'°'�^°° ^^�
�s-on Apri112, 2012.; ,
m m�ff .+nr! r.�in h�niec.}inn �hrr�� �nh +he ��e•e nf r in
r, rau � a c y y �,v,,,�r,
�iarr��� ""'�� '�� ri mr�ff } I.+niJnn�+r�ei-0 re �� rlrir�
y �
irriiv.��i�r� nr rv�inrn r�rinLlar�- �nrJ �ho i �ea r.f r��
� �
c�i irf.+ne r�n.+}eri�l� /hrinLe� �vr�+..el �� �rf hlnn � m� Inh
s� � �crtvTA� �o�c.rcJruvc�� � e
e �
r ...."""r•
, ARCADIS Project No. RF05-106.014 (Updated February 2014) 5-4
Village of Tequesta
Water Supply Facilities
Work Plan
� ������� Summary and Conclusions
Exhibit 3-1: VOT - Consumer Confidence Report (2013)
ARCADIS Project No. RF05-106.014 (Updated February 2014) 5-5
GE o F rF
� , G PRES�RTED SIANDARD
� � A �s J.S. POSTAGE
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T�questa, FL 33469
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V�l��ge ofTequ�sta Lea�ership �3�1�c�� ����
VILLAGECOUNCIL: �i����� ]�. Cou?zo, )�'., V�ll��� M�r����.�
M�� Ab�y B��n�an, i��ayflr �l�t�an L�st���9, Wa�er Plan� S�;o�rer�fi�r�d��t
V��c� �1ra��, Va�e-1V1,�yn�°
5��vp ���s�, Co��r�ci9rr��n ��e V����g� �ot,in�.il m�e;� r��n�hly wi�h
T�r� ��terno, Councilrr�an ��±�� ��d tim�s �t�s��� on
�-r�:��, �'���k�ra, Coun�ilm�� �,r_�?��j�������������.0�'L�.
�i; , r_,r,� �.
i � � � � � � �� ; a �� � � o /
construct`d ad�itional surficial aquifer wells and a treatment facility
1 � ` at 901 N. Old Dixie Highway. This construction increased the Water
- '� -- �'-�"c - Treatment Plant's permitted capacity frorr� 1.00 MGD to 1.80 NIGD. The
� ��._.�._�! , _... �
;,.. �'�; ,_ � � Plant facility was expanded again in 1988 by the addition of new wells,
— �-� - y�; ��� ' " ._ ' chernical fe�d s;�stems a�d pressure filters, increasing the o��erall vvater
,a j, . .:
' '-t �' ��� `� �`;:, treatment plant capacity to 2J3 MGD.
,,;� � - - ,.-. • � J �.�
� �� �� �.
` In 1998, the Village initiated the next phase of expansion to the
�� �� � �, , � v�� „ � Water Treatment Plant. This induded the construction of a"state-
.�+ .
"°" �.:.;,;;����� �•��- � R � w '�, ; �� o f- t h e- a rt" r e v e r s e osmosis vva ter trea tmen t faci li ty, wit h an u ltimate
The original water system was developed by the Jupiter Water capacity of 3.6 �V1GD, initially sized for 1.2 MGD. The $7.8 million
Company in 1954 to serve Jupiter Inlet Colony. This water system expansion project was funded through a bond issue. The reverse
induded t��vo surficial aquifer ��v`Ils, a 1.00 million gallon per day (iViGD) osmosis water �reatment facility became iuily operational in �Vlarch 2000.
aeration/filtration/chl�rira�i:,n pumpir,g station and. a 60,0�0 gallon In 2007, a fir�t �xpansion of �he water treatment plant �nias complet2d
elevated storage tank located just south of Bridge Road. By 1957, the providing 1.2 m.g. additional capacity to produce water and a third R.O.
system was expanded to serve neighboring subdivisions and portions well for source supply.
of theVillage ofTequesta.
In 2011, the water treatment plant ccmple,ed a second expansion
In 1967, the Village of Tequesia purchased the water system from providing an additional 1.2 m.g. capacity to produce vvater and a third
the Jupiter Water Company for $1,700,000. In 1977, the Village R.O. for a total capacity of 3.o MGD.
l � ' � � , • �
1 / '// I / !;! '•" 1 / ! / f �/
The Viilage of Tequesta routinely mor,itars for contaminants in our drinkin� water according to Fecleral ancl State iavvs, rtiles and re�ulations. E;:cept
�,vhere indicated other�n�ise, this report is baseci on tne results o* our monitoriny for the period of January 1 to December 31, 2013. Data obtainecl before
January 1, 2012, and presented in this repori are from the mos, recent t�siing done in accordan�e ��vith the la�,vs, rul2s ancl regulations.
_ . I ?�� .
� � - � -
-" , � ' ; .,.,, i �V L I a ;..� �= ' ! j
- _ � �� , �l �ViOLAT�����, - � � _ _ .,
,
. � r,,_ , (N =,�_�� c_�:;�r i __ � ,,._
_ _ -- - _- — -�_\ _____-- ----_. .------ ' �
-- - -- ---- _ __ -- - - .. 2 _
' - - ' __-- - - --_ __ --
_. _._ ...
Barium (ppm) 5/11 N 0.0071 N/A � � 2 ' Discharge of drilling wastes discharge from metal
. � , reiineries; erosion of natural deposits
, �
__ �PP ) _ _ ---5/11------ ....... --- - — - _. __ __ - - . _ --- ----_ — _ __
' Erosion of natural deposit: discharge from fertilizer and
FIuOYide m ��� N 0.031 , �l/A � 4 4 aluminum factories W2ter additme Nihich promotes strong
_ ' teeth Nhen at op5mum levels beb,veen 07 and 1.3 ppm
_ _--( _ 9 _ ) �P, ) _ ___ 11 /13 - - �� 0.027 �l/A ; . -- _ - — ._ __ . - --- _ _ _
I i Run off from fertilizer use, leachmg from s2ptic tanks,
Nitraie 8s Nitro en Dm �� 10 ; 10 se�vage, erosion of natural deposits
For bromate, chloramines, or chlorine, the level deiected is the highest running annuai average (RAA), computer quarterly, of monthly averages of ali samples coilected. For haloacetic acids or TTH�iI, the level
detecied is ihe highest RAA, computed quarterly averages oi all samples collected if the system is monitoring quarterly or is me average of all samples taken during ihe year if the system monitors less frequently than
quarterly. Range of results is the range of individual results (lowest to highest) for all monitoring location, including Initial Distribution System Evaluation QDSE) results as well as Stage 1 compliance resuits.
`_ -_ , _ _. .,; i -- _ - � -
- -- - - - --- _ ---- --- -- - --- . _ .
--- -- - __ _ _.__
_ -- .--- -__ ___
�Pp ) Monthy _ _ _ _ _ _
Chloramines m 2013 N � 1.69 0.6 - �.0 NIRDLG = 4.0 N1RDL = 4.0 4Vaier Additive used to control microbes
-- __ _
---- — — ---- _ _ _ .
_ _ _ _ _ --
_ _ _. __ -__-- -
___ _ ___ _ _
Haloacetic Acids(five) quarieriy
(HAA %)(ppb) 2013 f�1 ?7.92 12.34 - 55.96 N/A MCL = 60 By-product of drinking water disinfection
_ __ __. _ _ _
b _ - ----- f�l _ __ _ . _.
( ) . --- y __ 3925 ' 21.31 - 60.9 �/A - MCL _ g� _ _ __ _ _ __
TTHNI TotalTrihalomethanes Quarterl ,
(pp ) 2013 By-product of drinking uvaier cholorination
� _. -
V` �,`.!�.�i: i�iT � L � �. ��.—�, ;,_ � I . . . _ . . _,. _ . . . . .. ....
- - ` _ F_X'� _ _ :�FSA��P���iG�ITE I ��; - a..,r�` _��ELYSOUR�,=O�
_-.,_ P:��ri� , - '- - __ _ ___ - ' . - . - -
� -� - -- � -- � � - - . ���I�
__ . -- - - i -. _. - .
_ __ ___ -
Copper (tap �niater) (ppm) 6/12 N , ', ' ' Corrosion of household plumbing systems; erosion of
072 1 1.3 1.3 naturai depos�s, leaching from wootl & preservafives
Lead (tap water) (ppb) ', 6/12 N ! g.3 3 0 ' 15 Corrosion of household plumbing systems;
, , erosion of natural deposits,
� !
_ __ - - � _ _ ----_ _---- ----- .. . _ ' _! _ _ . _
_ _ _ ___ _ _ _ _ _ _ __. _ -- _ _
AL—Ac?ion Level:The concen,ration of a contaminant which, if exceeded, triggers treatment or other requirements which a water N/A — NotApplicable
system must follow. DJD — means not detected and indicates that the substance was not iound 6y laoorarory analys-s
PACL — Uiaximum Con,aminant Level: The highest level of a mntaminant that is allowed in drinking watec MCCs are set as dose to PPB — Parts per billion (ppc) or Micrograms per liter (Ug/I� one part he weight ef analyte to 1 billien parts by weight ef the �vater sample
the MCLG's as feasible using ,he best availa6le [reatment [echnology. PPM — Parts per million (ppm) or Milligrams per iiter (mg/p — one par; hy weight of analyie or contaminant to 1 million par5 hy
MCLG — Maximum Contaminant Level Goal: The level oi a mntaminant In drinking water below which there is no known, or weight of the warer sample.
expeced risk to healffi. MCLG"s allow (or a margin of saiery D4RDLG — Maximum Resitlual Disiniectant Level Goal
N/A— NotApplicaole MRD! — Maximum Residua: Disinfettant Leve!
� . . � . . . . . . . .__._._., .. _ . .. . _.._ . . ... _..._ _
I � �jC� �_���� 1 r�(L� � l C'i:�C���� e d�' , j �� ,J �q •�
�. � .l" JW �1A 1��. , r jt �,.//i.� 1/�4:4,�.��'.r�'�.
s�
/ I /����J �. ! .{:� �/i.+�'�;;� (����( �� ✓ ;✓;' .
This report reflects the effort �� The Erniironmental Protection Agency ;EPA) has established levels for
and dedication of the Village of �� substances that may be found in the Villag2's tap water and requires that we
�r,� �-
Tequesta Uiilities Department r' '�1 �'' `�, . communicate this information to you on an annual basis. The table above
� i
personnel to communicate the � f �i' �� also shows these levels as regulated by EPA and the highest levels found in
results of all testing conducted '�� � �"��� � ��• 4 [he Village's water.
in our Water Treatment Plant _� t ���,-�`�+�:�—=
ancl water sysiem. Our goal is (.��; ,3 '� Drinking v�iater, induc�ing bottled water, may reasonably be expected to
to continue to provide a safe �' `�,''��;��� w � contain at least small amounts of some contaminants. The presence of
� � contaminants does not necessaril indicate that �niater oses a health risk.
and dependable �Nater supply � ' y p
for you, our custom2rs. l � �.� � —= iVlore informaiion abou�. coniarnin?n_s and potentiai health effects can
�--= - _ be obtained by calling:
lfyou�a��e�vestiL�.c^,n.eYnin�ya��r�vaterutility,pleas�tontact ENViRONN1�NTAL PROTECTIONAGENC`15A��
Nathan litterai, V�Iater Plant Superinfiendent at 561-768-0493 DRINKING WATER HOTLINE (800
or E-mail him at: nlittera!@tequesta.org.
r ._ _ _. . ._ __
�
�'/1 s�� //,' � �, � � � i� e i i
__.�.�_ r - � � � �
The Village currently has three sources of potable wa±er supply �o meei its current needs. � " M
The first source is the Filtration WaterTreatment Plant, which utilizes ten surficial wells and ''' �-- - ___ !.% - ,..�. ���;�� `'
is rated a� 2J3 NiGD. The second sourc� is the Reverse Osmosis �i�/ater Plant, rated at 3.6 NiGD "� -' ' �-� ' `�'- ��.� '
being su��lied by four deep weils within thz Floridan Aquifer. The third is an emergency - -� � {i ' '*= "�':' ��'':
�nfater agreement �nii?h the?ow� o? Jupiter. As of D2c°mber 2013, th2 �Nater system ''"� • � �• '= ' �• -=��' '' ��`=
1 � � .� � ,
4 '
ser�iiced a total of 4,98o wa�er service conneciions with'.n �n� `�iiiia�e's service area. -- �
!n 2008 The Florida De�artment oi Emiironmental s� ^ ; �' -� �� , � -. F � � � -
Protection created a 5ource VVater Assessment & , ,, , ,_
°rotection °rogram (SVVAPP) sho�Ning potential - -- -- - °' � � = i
.� c� � ;; �: �ri,'�r:�'�' . I , ' � ,
sources of coniamination in ihe vicinity of the Village i '' ' �
� . , . . t� . ;� �'' a •..�s� ttr i .. k
of Tequesta public water system weils. Presentiy � . • •� w
u � . .. - "1;' �,I �
'
there are 3 unique potentiai coniaminant sources, � � i
� i, �t� `'`ry c� _ �, �
with only a lotiv level or concern. �� �' -
� �_- �� �� ' �= ,
The assESSment resulis are crvnilable ,o "_�,� � _` I ,.�� �: ' � � ,,,— � ,; `.._ -. _ : • . _ _ _::��..,
the public ar: v�iww.de�.state.fl.usi��vapp , � _ ' '�t _ i� ,;� .
_ _._._ __ . . ___.. •: ,., � „ , �, \ _ .
_. . . .,. � . . -._. . � ���..� _ ��u�. 2 ,i'" i.;; .
/ � / � �.. 1 / j �.�: _ " � � � _ � i ,._'J i't�A. _. �!��_ i ) :��{:,i � i'j�i:i �r .�i�. l '��. .
��
ii: �
� / / / ! / � . _ _ i ... ._ ,: 15 . . - ';t, -�. �i.i'.� . . _l ! � ..; J _.; -
- - �- -� - . _'- f . .
�{', ���' ,7�:1 ,-.i�:li:5 ri�". 16�.i:
� �~'� � The V�/ater Treatment Plant receives its raw water �'^ '--' � ` " . � �'�'=' � '� �' � '! -� ' - ;
; ,r
.�J � from fourteen produciion �,vells. The Filter Plant "" `` '� � ' `
'�� " � I which is supp!ied by 10 suriical aquifer wells _ 5 ` 1 � " I ': ;'` _
__ _ =: � � � <i:,� .._ , �,� , ,,.�`..�
�
�' physically and chemicaily treats tne well water to �� �
; �. . !, ,
� •°� produce potabie water, which meets and e;:ceeds a � i C-� � �;� � ��': � ��
r;..
���;. rhe standarcis of the Safe Drinl<ing �Nat°r Act. The '� � �i�ii �' -, ' i�;
��'..l�, ;.� - = '
���� Reverse Osmosis Water Treatment Piant provides '-! ''i` ' �(� { t C � i ,
�i��: � �: r"-f_f" n r�'.�tlfn
desalination of salty �vater from three of four uvells
'. _
� ' ��'� , ,�„ � � �_� r-�'1i� � �� '-
,�., , nearly 1,800 feet do�vn into the Floridan Aquifer. � -
� � � � � �� � � � �
The �vater treatment process includes oxidaiion, , ;, , _ ,,rl , ` ; , :
, coagulation,nitration, and disinfection by chloram- � ` _ ;i � � i , ` `_
, •, inaiion. The U�iliti2s De arimzn± r vi �- �
.�' p p o des a high �� ,; ��� � , h r, r
, ' f 4 Q � ; qualiiy water by using the best available wacer �r.� � y �+- � _
. �4 # 1 . ',�� I � 1 _ I. � _l. .. �
.�._�_ treatment technologies. -- _ _� � _ _ � '���� l�. .' _
�_� _ _ _ �
.
.; .. , -
_.
i / i`� �_� _..._. � ,'> .
/ 5+- r i- �..�..
��'(-.'�'-. ��� ���%� � % i --� � �'=�`�: � _ ���'-� �_ i�._ , ,i��._i�� . � �
� . .. �: _ , - �
� � � / 1 /� ,, �r� � / . .._ -. � .3�i I�il_ ' I?�.� `; � ._''�`� 1 �_
�*' • �����'- - - - .� . ����. = b�'�1�:: �I:. �.,` ',_ili J >�.':'`
.. . " : - .'.11;`,...��,_ i "i':;:i.,;��i-�,`�,`_ .
The Villag� of izquesia Utilities Department operates and maintains iis water treatm_�` �" "
:-, _ c � t r �; r, ���-i � l�a ei
facilities and 7Z miles of distribution system piping. � he Utiliiies Depariment is oper..,�c _� `_ _ _,� ,_` � „\; _ �
under the supervision of the �lillage �Aanager vvho also ser�ies as the Utilities Director. -n� � -
;.t . . � - � � ,�: : i :
Utilities Department has four divisions which include administratio�, water treat~nen; - -� `- " -
;` , l > , , _ .-� ,._: - ,�`� � ,
(pumaing and storage), disiribution and customer service.The Utilities Departrren; ` ` � _ ,
� L � . . ,�. l "+In IrU'1, l :I := . C _ J.CS i �, t 'il_�:c
consists of sixteen employees oi which six ar2 licensed vvater plant operators and five who �- . �
ur? � .';�� water distribution system operators. � �� ' ` 1 I '"�` " -' � � " �''
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_ _._ __.__...._. _
; , ,••� _ _ ' C�l.�!'ii���i1�.(g� ,
;�' �" '
/���' ��/ � ' � �i � i i ._ . _ _ . . . ._ . .
, . .
; � , _, � . _ ._ �'._ � _- . -- ,. � _ ,> , - � '
To assure the safety and reliabilit;� of our drinking ��va.er, -- - _ �; , �` i�, :, ,.� I -�.,,
severai hundrzd samples per yea; are analyzed from the ���� _ _ ; ,, �, , ,,
WaterTreatment Plant and distribu�ion piping system. I he ' „ _;�
_ _ _ ;��� �„ �_.
samples are colietted and analy?e� by ce,tifizd operators � �+t�`"�.,� -- , _ _ ; , , � , �,,`�, , ; ,� i; , `
and certified independent labo� atories. AII of ihe analytical •� 1 , ,, - _ -
i s� , • _
I ��. V� i� . 1 i l.'� ii � i�. ii i� in a :I ,� i � � I rit; ..
results frorn the coliected samplzs are forwarded tc t�� `, , _„ i i,, ,. ,, i ,,' , it �;�
Floriva Depar�rn2nt of Health or� a ; no�thly basis. Oui of ali • '' � ;n `.. „ .,_., ,. , : i, _ �_ ;,�,;�, � , , . � ;.:, I�� �.� r �._ � _
the con±aminants that were moni�ored in our water, mos; � `_ i `, _ ; _, „-;; . , . , , � , r; ;
were not deTected. These non-detectable contaminants in- ""
cti � � _ - � , , � ! � :�'
dudeorganicandinorgan�cchemicals,naiuralandsyntheiic � ,, ,_,, ,, ;.- _ _ __ „ � �; �, -
chemical compounds, volatiles, unregulated contaminants, _ �'� _ _ - _ - -
. ._ __ . , _ _ > . . __ _ � . _ � __-.-
and microbiclogical organisms. Only the contaminants tha _ _ _
were detected are inciud2d in the tesi resul± table of this �, _ _
VVate: Quality Report. — �"`�