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Resolution_26-24_12/12/2024
RESOLUTION NO. 26-24 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, RELATING TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) STATE REVOLVING FUND (SRF) AND FORMAL ADOPTION OF THE VILLAGE WATER FACILITIES PLAN FOR THE IMPLEMENTATION OF WATER SYSTEM IMPROVEMENTS; DESIGNATING THE VILLAGE MANAGER AS THE AUTHORIZED REPRESENTATIVE TO PROVIDE ASSURANCES AND COMMITMENTS AS REQUIRED BY THE FACILITIES PLAN AND AUTHORIZING THE VILLAGE MANAGER TO REPRESENT THE VILLAGE IN CARRYING OUT THE VILLAGE'S RESPONSIBILITIES UNDER THE FACILITIES PLAN AND TO DELEGATE RESPONSIBILITY TO APPROPRIATE VILLAGE STAFF TO CARRY OUT ACTIVITIES ASSOCIATED WITH THE FACILITIES PLAN; AND AUTHORIZING THE MAYOR TO EXECUTE THE FACILITIES PLAN; PROVIDING LEGAL AUTHORITY TO ADOPT, A CONFLICTS CLAUSE AND SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES WHEREAS, Florida Statutes provides for loans to local government agencies, including the Village of Tequesta, Florida ("Village"), to finance the construction of water facilities; and WHEREAS, to comply with these State of Florida funding requirements for loans to finance construction of water facilities, Florida Administrative Code requires the formal authorization by Village Council of the Village of Tequesta (Village Council) to formally adopt a facilities plan (Facilities Plan) outlining necessary water system improvements; and WHEREAS, formal adoption of the proposed Village of Tequesta Facilities Plan is required for the Village to participate in the State Revolving Loan Fund Program; and WHEREAS, the Village Council of Tequesta agrees with the findings and summary of necessary improvements as outlined in the Facilities Plan for the purpose of the asbestos cement pipe replacement projects. NOW THEREFORE BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA: SECTION 1. The foregoing findings are incorporated herein by reference and made a part hereof. SECTION 2. The Village of Tequesta, Florida is authorized to approve the proposed Village of Tequesta Facilities Plan. 1 SECTION 3. The Village Council hereby formally approves and adopts the Village of Tequesta Facilities Plan as written and presented to the Village Council on this date. SECTION 4. The Village Manager is hereby designated as the authorized representative to provide the assurances and commitments that will be required by the Facilities Plan. The Village Manager is hereby authorized to represent the Village in carrying out the Village's responsibilities under the Facilities Plan. The Village Manager is hereby further authorized to delegate responsibility to appropriate Village Staff to carry out technical, financial, and administrative activities associated with the Facilities Plan. SECTION 5. The Mayor is hereby designated as the authorized representative to execute the Facilities Plan which will become the foundation of all activities related to the water facilities improvements. SECTION 6. The legal authority for adoption of this Facilities Plan is pursuant to the Village Charter, Village Code of Ordinances, and the Laws of the State of Florida. SECTION 7. All Resolutions or part of Resolutions in conflict with any of the provisions of this Resolution are hereby repealed. SECTION 8. If any section or portion of a section of this Resolution proves to be invalid, unlawful, or unconstitutional, it shall not be held to invalidated or impair the validity, force, or effect or any other section or part of this Resolution. SECTION 9. This Resolution shall take effect upon its approval and adoption by the Village Council. 2 N N } x N J � K �i z Z Z Y 0 Z z O a a w ¢ m U p ~ ~ N N W W K Z O O m X � N � w w K O Z ¢ ... 3 O w U ..z = J O z O N a N N w^ Q N N M a N t0 1� O7 m ❑ w w O O H I I I I 1 1 S d C7 It LLJ ~ Ll # ❑ T ❑ ❑ ~ I I I I I 1 t I ' I I I ' ' ' I uJCr CL LIJ a J 0 mZU • P L W C., N (. /4V .rt me N(u.J d❑ c QUW z 0jr jr S� = U U z Qj O m U PN .m f�a ..ems' .. . n J� f Lij o❑ z� w3' m w 0 a >trz �w2 z❑<n z w:w (r ❑ U fi VILLAGETHE • Facilities Plan : Village of T Water Main Replacement Program 0 ePart .as �e � �� o November 2024 4 m ''- r � o L 4 ~O tO O �'enta, P� Table of Contents EngineerCertification.................................................................................................................................. 1 Chapter 1.0-Summary of Findings and Recommendations .......................................................................... 2 Chapter2.0- Introduction.............................................................................................................................3 2.1 Background................................................................................................................................................................3 2.2 Need...........................................................................................................................................................................3 2.3 Scope of Study............................................................................................................................................................8 Chapter 3.0—Environmental and Economic Impacts.....................................................................................9 3.1 Description of Planning Area .....................................................................................................................................9 3.1.1 Planning/Water Service Area........................................................................................................................9 3.1.2 Climate..........................................................................................................................................................9 3.1.3 Topography and Drainage.............................................................................................................................9 3.1.4 Geology,Soils and Physiography ................................................................................................................ 11 3.1.5 Surface and Ground Water Hydrology, Quality and Uses...........................................................................12 3.1.5.1 Surface and Ground Water Hydrology...........................................................................................12 3.1.5.2 Surface and Ground Water Quality and Uses................................................................................ 12 3.1.6 Sourcewater Protection.............................................................................................................................. 12 3.1.7 Environmentally Sensitive Areas or Features............................................................................................. 14 3.1.7.1 Wetlands........................................................................................................................................ 14 3.1.7.2 Environmentally Sensitive Lands................................................................................................... 14 3.1.7.3 Plant and Animal Communities (Endangered Species).................................................................. 14 3.1.7.4 Archaeological and Historical Sites................................................................................................ 16 3.1.8 Floodplain Influence on the Project Area................................................................................................... 16 3.1.9 Air Quality................................................................................................................................................... 16 3.2 Socio-economic Conditions...................................................................................................................................... 16 3.2.1 Population...................................................................................................................................................16 3.2.2 Land Use and Development........................................................................................................................19 3.3 Water Supply,Treatment and Transmission/Distribution System.......................................................................... 19 3.3.1 Description of the Existing Water System .................................................................................................. 19 3.3.2 Water Treatment Plant............................................................................................................................... 19 3.3.3 Water Treatment Plant Storage..................................................................................................................21 3.3.4 Water Treatment Plant High Service Pumps..............................................................................................21 3.3.5 Transmission and Distribution Network.....................................................................................................21 3.3.6 Present and Historical Water Usage...........................................................................................................21 3.3.7 Water Conservation.................................................................................................................................... 22 3.3.8 Performance of Existing Water System ......................................................................................................23 3.3.9 Service Population and Water Demand Projection....................................................................................23 3.4 Managerial Capacity ................................................................................................................................................23 Chapter 4.0—Alternatives Analysis.............................................................................................................25 4.1 General.....................................................................................................................................................................25 4.2 Cost-effectiveness....................................................................................................................................................25 4.3 Watermain Replacement Program Projects............................................................................................................25 4.3.1 Alternative#1: No Action............................................................................................................................25 4.3.2 Alternative#2: Replace In-Kind With Same Material.................................................................................26 4.3.3 Alternative#3: Replace with PVC, HDPE, or Ductile Iron Pipe ...................................................................26 Chapter5.0—Selected Project....................................................................................................................27 5.1 Description of Proposed Facilities............................................................................................................................27 5.2 Environmental Impacts of Proposed Facilities.........................................................................................................27 5.3 Cost to Construct Facilities.......................................................................................................................................29 5.4 Consistency with Comprehensive Plan....................................................................................................................29 Chapter 6.0— Implementation and Compliance...........................................................................................30 6.1 Public Hearing/Dedicated Revenue Hearing............................................................................................................30 6.2 Regulatory Agency Review.......................................................................................................................................30 6.3 Permitting................................................................................................................................................................30 6.4 Service Agreements/Local Contracts.......................................................................................................................30 6.5 Financial Planning....................................................................................................................................................30 6.6 Implementation.......................................................................................................................................................31 6.7 Implementation Schedule........................................................................................................................................31 6.8 Compliance..............................................................................................................................................................31 Figures 2-1 Planning Area.............................................................................................................................................................4 2-2 Project Location Map ................................................................................................................................................5 2-3 Asbestos Cement Watermain Replacement Program Areas.....................................................................................7 3-1 Topography.............................................................................................................................................................. 10 3-2 Surface Water Features& National Wetland Inventory.......................................................................................... 13 3-3 Wellfields and Transmission System........................................................................................................................ 15 3-4 Historical&Archaeological Sites.............................................................................................................................. 17 3-5 Flood Zones.............................................................................................................................................................. 18 3-6 Future Land Use Map...............................................................................................................................................20 5-1 Asbestos Cement Watermain Replacement Program Areas...................................................................................28 Appendices Appendix A—Cost Analysis Appendix B—Source Water Assessment and Protection Program Appendix C—US Fish and Wildlife Service List of Threatened, Endangered, Proposed and Candidate Species Appendix D—Public Hearing Appendix E—Business Plan Appendix F—Sanitary Survey ENGINEER CERTIFICATION The undersigned licensed, registered, professional engineer certifies that the information contained in this report is true and correct to the best of her knowledge, that the report was prepared in accordance with sound engineering principles, and that she discussed the recommendations and schedules with the Village of Tecluesta's delegated representative. Professional Engineer: Christine Miranda, PE License Number: 60906 Company: Holtz Consulting Engineers, Inc. Address: 270 S. Central Blvd. Suite 207 Jupiter, Florida 33458 Phone: 561-575-2005 Signature: Date: 1 Chapter 1.0 - Summary of Findings and Recommendations This Water Facilities Plan was prepared for the Village of Tequesta to meet the requirements of the Florida Department of Environmental Protection (FDEP) State Revolving Fund (SRF) loan funding of drinking water systems. The Village of Tequesta (Village) is located in Palm Beach County and provides water service to the Village's service area. Additionally, the Village has a service agreement with the Town of Jupiter Inlet Colony as well an agreement for bulk water sale with South Martin Regional Utility via the Town of Jupiter Island. The Village of Tequesta serves an estimated 13,550 resident population within its service area. Treated water is distributed to approximately 5,106 accounts through approximately 72 miles of water mains. The Village of Tequesta's average daily water demand is projected to be 3.79 million gallons per day(MGD) in the year 2045 which is below the current permitted capacity of 6.3 MGD. The recommendations resulting from this study are consistent with the Village's Comprehensive Plan. The Village's distribution system consists of approximately 380,000 LF of pipe sized from 4 to 16 inches.The system is comprised of asbestos cement (AC), ductile iron, PVC and HPDE pipe. The oldest sections of the distribution system are primarily comprised of AC water mains and were installed in the 1950s. Over the past several years, there have been a number of AC water main breaks within the service area. As the pipe in this area are between the ages of 40 to 60 years and have exceeded their anticipated service life expectancy the Village is taking proactive measures and implementing asbestos cement water main replacement projects to ensure the safe and reliable means of providing potable water to their customers. A facilities assessment was completed in 2021 identifying approximately 137,000 linear feet of asbestos cement water main to be replaced located in 15 different areas. One of the project areas has been completed.The Village intends on seeking SRF funding for the remaining fourteen projects as each project design and permitting is completed. The total estimated cost for the entire AC water main replacement program is currently estimated at$69,823,313. The details of the capital costs are shown in Appendix A. The pledged revenue for debt payments are the water charges by the Village of Tequesta. The SRF loan will be repaid in 40 semi-annual installments. 2 Chapter 2.0— Introduction 2.1 Background The Village of Tequesta is located in northern Palm Beach County County, Florida along Florida's East coast and is 18 miles north of West Palm Beach, Florida and 82 miles north of Miami, Florida. Tequesta was founded in the 1950s as a planned community centered on the Tequesta Country Club. The Village was incorporated in 1957. In 1955, author Charles Martyn asked a local bridge keeper to describe the area that is now the Village of Tequesta.The keeper described it as"a jungle." This intrigued Martyn who then decided to take the bridge keeper on his boat and have him show him the interesting area. After traveling along the Intracoastal, Martyn fell in love with the beauty of the area and its potential. He purchased 86 acres on Jupiter Island and developed upon it the Jupiter Inlet Colony. While excavating, Martyn's workers dug up a Native American mound full of artifacts. Martyn had the contents researched and it was discovered the mound belonged to an encampment of Tequesta Indians. The Tequesta Tribe lived in present-day Miami-Dade, Broward, and Palm Beach counties and was second in power among tribes in Southeast Florida. Martyn named the area he was developing west of the Intracoastal "Tequesta" in honor of the tribe. That area, now called "The Tequesta Country Club," was later incorporated as part of the Village of Tequesta. The Village of Tequesta is now miles of waterfront properties with beautiful homes in quiet neighborhoods. It has a rich culture with many recreational activities like shopping, dining, snorkeling, paddle boarding, and biking. Although the residential population fluctuates with an increase in visitors during the winter months, the Village's service area population was estimated to be approximately 13,240 based on the Village's comprehensive plan. The Water Utilities Department is responsible for the overall operation of the Village's water system including the treatment and distribution of water to its service area customers. The planning area, Figure 2-1, includes the entire service area. 2.2 Need and Benefits The project location map is presented in Figure 2-2. The Village's distribution system consists of approximately 380,000 LF of pipe sized from 4 to 16 inches. The system is comprised of asbestos cement (AC), ductile iron, PVC and HPDE pipe. The oldest sections of the distribution system are primarily comprised of AC water mains and were installed in the 1950s. Over the past several years, there have been a number of AC water main breaks within the service area. As the pipe in this area are between the ages of 40 to 60 years and have exceeded their anticipated service life expectancy the Village is taking proactive measures and implementing asbestos cement water main replacement projects to ensure the safe and reliable means of providing potable water to their customers. A facilities assessment was completed in 2021 identifying approximately 137,000 linear feet of asbestos cement water main to be replaced located in 15 different areas. One of the project areas 3 xc- xJ dupuet-tstmtu Club a _. 1 8 } +�Eaglewoo`d�15► F.a P idge_RdaP�d4 .t• N bill ►� 7 � r& A 4 �.,. : -.`�L ``+may- ,T •;. LPJonathan Dickinson State Park Iz m m _ d � A yrc ~ �9upite HillsR t' a �Rw GoI '�1llGlu 40.- TA rft $ r ., 4 �. -Wa Turtle Creek ,1 '.. i CObq ~r�•i �f • . �.�i� , .. - � fir: ..� �� � .i'l�i'• i `�.' ' ���� ,�. • � } � v ues{e a I;" a,���►^y��' I_fitJupiter Inlet Colony to t Limestone Creek I �—Center-St— _ W-Andiantowp.Rd �_ `o .♦ « • • T ��._• - •. Jupiter VILLAGE OF TEQUESTA FACILITIES PLAN PLANNING AREA 270SO 7HCEN7RALBLVD,SUITE20-1 WATERMAIN REPLACEMENT •• Club • may`. +.. Ju-iter Island; !oEaglewoo`d:�l!!5`, Fes. ��'r+iftSl� Pa tp Ilk jw P� T ld Y . c.; .r Dickinson State �' � ...ti o. '� Park ,,�, •'� � � � .� d ,m a Jupiter Hills_ \ •Riverbend Gol Club � �`• Club is aY— Club .,. _,. .+.' � -•.. ..<:',, fey �1 t O ' equosta =I• pZ Jupiter Inlet a Colony �(�yl� � 9 p��� �'w �,1�j •r Jai - __. rF � Limestone Creek: Center-St Indfantown-Rd ❑ _s. ii �� w Jupiter VILLAGE OF TEQUESTA • • PROJECTFACILITIES PLAN • • ..• (v has already been completed.The Village intends on seeking SRF the remaining fourteen projects as design and permitting are completed for each. A figure showing the approximate locations of the fifteen different areas is shown in Figure 2-3. A breakdown of each area is reflected in Table 2-1 below. Table 2-1.Asbestos Cement Water Main Replacement Projects Project No. Master r, Update Project Marne EstkyuAed Linear Feet Project Numbering of Pipe 1 WM#1 Tequesta Drive 5,910 2 WM#2 Beach Road Phase 2 (Beach Road 6,650 Phase I Previously Completed) 3 WM#3 Jupiter in the Pines(South) 14,560 4 WM#4(COMPLETED) Country Club Drive (COMPLETED) 5,290 (COMPLETED) 5 WM#5 Country Club Drive(North) 12,767 6 WM#6 Waterway Village Neighborhood 7,220 7 WM#7 Anchorage Point Neighborhood 5,512 8 WM#8 Riverside Drive 6,230 9 WM#9 Ridgewood Homes/Jupiter in the 13,550 Pines(North) 10 WM#10 Heritage Oaks Neighborhood 15,265 11 WM#11 Turtle Creek Neighborhood (East) 9,075 12 WM#12 Countyline Neighborhood (East) 9,422 13 WM#13 Countyline Neighborhood (West) 7,847 14 WM#14 Turtle Creek Neighborhood (West) 13,397 15 WM#15 Rolling Hills Neighborhood 4,031 Total 136,726 These watermain replacement projects will provide the following benefits to the Village of Tequesta and it's residents: • Ensure public health and safety • Improve system efficiency and reliability • Achieve environmental sustainability with water conservation • Lower operational costs • Improve Fire Flow in the water distribution system 6 / | < \ z = 4 � : z 2 j / \ / ) k w 22 � \ � , , r = , 2 = , = ! ! , m \ / ( \ ii ) ) i ( ) ) k ) kkkii Q / \ { | ' © - m Om � | | | � � | | � | | � � z u7 L TL- � < O . < � < « bb § w O w or c S b |j co � §LL � | O � 90 w k .0 \� I \ ] _ > < , � _ | } - | � E. - � � ||■! ! E §,.g,l 7 Zo; .f! - � � | ( | § 2.3 Scope of Study The scope of the Water Facilities Plan is described below: 1. Inventory of existing water facilities, service area characteristics, and environmental conditions. 2. Establish design needs for planning period. 3. Identify and evaluate various water system alternatives to satisfy the planning year needs. 4. Recommend the most cost-effective, environmentally sound facilities to meet the planning needs. 5. Describe, in detail,the recommended facilities and their cost. 6. Present a schedule of implementation of the recommended facilities. 7. Identify any adverse environmental impacts and propose mitigating measures. 8. Identify a source of financing and estimate the cost per household. 8 Chapter 3.0 - Environmental and Economic Impacts 3.1 Description of Planning Area 3.1.1 Planning/Water Service Area The Tequesta water system service area extends beyond the Village corporate boundaries. The present service area encompasses 14,338 acres. The current Village water system serves portions of unincorporated Palm Beach County north of the Loxahatchee River and south of the Martin County line; a portion of Southern Martin County including north to Jonathan Dickinson Park including Jupiter Hills, Rolling Hills and a part of southern Jupiter Island; and, the entire Town of Jupiter Inlet Colony, a peninsula lying adjacent to the Intracoastal Waterway, Jupiter Inlet and Atlantic Ocean. The Village service area is not expected to expand its physical boundaries through the Year 2040.The Village service area boundaries are indicated in Figure 2-1. 3.1.2 Climate Due to its proximity to the Atlantic Ocean in South Florida, the climate in the Village of Tequesta is humid with warm temperatures characteristic of long tropical summers and mild winters. According to climate data provided by the National Meteorological and Hydrological Services ECMWF data, the average annual temperature is 74.90F. During extended periods from the month of June through the month of September, daytime temperatures often exceed 90°F. Winters are generally short and mild with January generally the coldest month with an average daily temperature of 66.60F. The average rainfall in the Village is approximately 44 inches. Approximately 60% of the total rainfall occurs during the months of June through September. From June to September, daily thunderstorms with moderately high winds are likely to occur. The hurricane season begins in June and concludes in November and heavy rainfall and high winds can be expected during this time period. 3.1.3 Topography and Drainage The topography in the service area ranges from sea level to 10 feet. Higher elevations can be found as you move inland from the areas located adjacent to the surrounding waters. Figure 3-1 depicts the topography data for the Village of Tequesta service area. Surface water drains to adjacent waterways with the flow generally from the west to the east except in those areas adjacent to water bodies. 9 Jupiter Island Club s� N A A L � N\ Eaglewood A 5 A1A Jonathan Dickinson State Park 5 Jupiter li.:i; Club Cluh s Turtle Creek m Club 7 P S —— Cou — —County Line Rd—————— I �. I yam. I o I °td _ 43 Tequesta JO iter nlet rp a olo Limestone Creek Center S. = 9h o h a �0 1 C 706 a Jupiter VILLAGE OF TEQUESTA HOLTZ CONSULTING ENGINEERS,INC. FACILITIES PLAN TOPOGRAPHIC MAP 27010uTHCENTRALewD_suiTe11 FIG. 3-1 WATERMAIN REPLACEMENT PROGRAM P„'ssR;FLORIDA saase Cert.No.26960 3.1.4 Geology,Soils and Physiography Most of the planning areas terrain is flat and low lying. According to the USDA Soil Conservation Service: "St. Lucie-Urban Land-Paola Association: Nearly level to sloping, excessively drained soils that are sandy throughout;mostly in urban use. This association is on the mainland along the coast. It is made up of low ridges and knolls that are part of the coastal ridge. The natural vegetation is sand pine, scrub oak, and undergrowth of saw-palmetto, rosemary, cacti, and native grasses. This association makes up about 3 percent of the survey area. It is about 58 percent St. Lucie soils and Urban land, 7 percent Paola soils, and 35 percent minor soils. St. Lucie soils are nearly level to sloping and are excessively drained. Typically, they have a thin surface layer of gray sand. Below that is white sand that extends to a depth of more than 80 inches. Urban land is made up of areas where streets, build-ings,parking lots, and other structures cover more than 75 percent of the land.In residential areas,streets,houses,sidewalks,and other structures cover 25 to 50 percent of the land. Paola soils are nearly level to sloping and are excessively drained. Typically, they have a thin surface layer of dark gray sand and a subsurface layer of white sand. The subsoil is strong brown sand in the upper part and light yellowish- brown sand in the lower part. The minor soils in this association are Pomello, Im-mokolee, Basinger, and Placid soils. Some of these have been graded or filled in for urban use. Much of this association is in urban use,but some large areas in the northern part are in native vegeta-tion. Farming is not important because of the rapid urban expansion and because the major soils are not suited or poorly suited to most crops. Limitations are slight for many urban uses. The major soils have severe limitations for structures designed for holding water, disposing of refuse material, and recreation development." The soils characteristics for the planning area, as provided from the USDA Soil Conservation Service, Soil Survey of Palm Beach County, December 1978, are as described above and summarized as follows. Throughout the planning area, nearly level to gently sloping, excessively drained soils exist. These soils are typically sandy throughout. The majority of the soils are St. Lucie soils, 58 percent, with 7 percent Paola soils and 35 percent soils of minor extent. St. Lucie soils are excessively drained. The surface layer is a thin layer of gray sand,the subsurface layer is mostly white sand to a depth of 80 inches or more. Paola soils are also excessively drained and consist of a thin surface layer of dark gray sand followed by a subsurface layer of white sand.The subsoil is strong brown sand in the upper layers and light yellowish-brown in the lower layers. 11 3.1.5.1. Surface and Ground Water Hydrology Figure 3-2 illustrates the surface water features located within the planning area. The Intracoastal waterway is located within the planning area and serves as the marine highway for boat traffic travelling through the Village of Tequesta on their way north or south. A portion of the planning area is also adjacent to the Loxahatchee River— Lake Worth Creek Aquatic Preserve. 3.1.5.2 Surface and Ground Water Quality and Uses The Surficial Aquifer and Upper Floridan Aquifer lies beneath the planning area.The water quality in both aquifers is good and their primary use in the planning area is potable water supply. The adjacent surface water is the Intracoastal Waterway (ICW) and the Atlantic Ocean. Both are saline water bodes, although the ICW is typically a lower salinity than the ocean due to its interaction with groundwater and stormwater. Much of the ground water in the planning area is Class G-11 (potable water use). A portion of the service area is also within the Loxahatchee River Pollutant Reduction Plan, which is a voluntary pollutant reduction plan in which stakeholders in the Loxahatchee River area have provided nutrient management activities to make progress towards achieving the area's water quality criteria set for nutrients. 3.1.6 Source Water Protection The Village's 2020 Comprehensive Plan,Future Land Use Policy 1.1.3 states"Coordinate and support Palm Beach County and Martin County in the protection of potable water well fields, and in the implementation of applicable well field protection programs." and Policy 1.4.7 states"The Village shall protect potable water wellfields by allowing only the land uses encompassed within the wellfield drawdown zones of influence shown on the Future Land Use map". Utilities Policy 1.1.5 states"The Village shall continue to protect existing wellfields, surface or subsurface storage facilities,control structures,water treatment plants and transmission infrastructure from increased coastal flooding, considering sea level rise, saltwater intrusion, and other potential future impacts, and plan for infrastructure replacement and relocation as needed to maintain the Village's potable water LOS" and Policy 1.2.2 states "Future wells should be located where the potential for saltwater intrusion into the surficial aquifer and existing well fields in periods of drought is minimized." 12 o o m N ? m Ch L L � Z E p c LU 0 y N LL L ¢T LZ � m o '�^ as U m m V N a N n _ t o o t c N c a U i = mE 2m m m o R 3 m� cram (Dm :m 0 N r U W Z N C C C wC7 C. H o v 3 02 m 2 C7 Of o o n CD o L m D V C V co C N a m y m o c U) 0 a r. lk aD ) LUli CL 0 a) N r LL LL LL ¢" N Y (0 D LJ LO y;`� c� .� r � coo m N N LO 10 LU Ci Additionally, The Village's Code of Ordinances, Chapter 50— Natural Resource Protection, Article V. Wellfield Protection adopts the Palm Beach County Wellfield Protection Ordinance. The proposed projects are not located near the Village's wellfield as identified in Figure 3- 3 and will not interfere with the Village's water supply source water protection. Appendix B contains a copy of the Palm Beach County Wellfield Protection Ordinance. 3.1.7 Environmentally Sensitive Areas or Features 3.1.7.1 Wetlands According to the U.S. Department of the Interior National Wetland Inventory Map, numerous freshwater wetlands border surface water bodies that are within the service area. Figure 3-2 presents wetlands identified in the National Wetland Inventory.There will be no wetland impacts associated with the Village of Tequesta water main replacement program projects. 3.1.7.2 Environmentally Sensitive Lands The watermain replacement program projects will be constructed within the public road Right-of-Way. There are no environmentally sensitive lands within the project area. 3.1.7.3 Plant and Animal Communities (Endangered Species) According to the Palm Beach County Soil Survey, wildlife habitat has already been impacted with development in the urbanized areas near the coast such as the Village of Tequesta. The most extensive areas of good habitat are in the undeveloped rangeland and the ocean beaches which are used extensively for nesting by endangered and threatened sea turtles and mangrove areas in the Intracoastal Waterway which are valuable as rookery and roosting areas for wading birds and pelicans. A list from the U.S. Fish and Wildlife Service of threatened, endangered, proposed and candidate species and their designated critical habitats is provided in Appendix C. The watermain replacement program projects will be within the limits of public road Right-of-Ways within the Village of Tequesta service area and therefore no endangered or threatened species of animals or vegetation will be impacted with this project. 14 C O7 oS24 a Western 8r S26 Wellfield ,, Eastern oS20 Wellfield S19 S27 C7 S25 S18 County Line Ftd Country.Club D? S23 y .n w 7 ✓' RO Eastern ^ _ Wellfield .- r Wellfield ME # A S7 QS8 —t OR3 Tequesta Drive, C R4 12 rF u II NF ^rt y_ Legend G _ us Q Surficial Welly x - as Ro wells - 9K Center St a . Village of Tequesta N Surficial and RO Wells =A Location Map 0 0.25 o.s Miles June 2020 VILLAGE OF TEQUESTA HOLTZ CONSULTING ENGINEERS,INC. FACILITIES PLAN WELLFIELD LOCATION MAP 270 SOUTH CENTRAL BLVD.,SUITE 207 FIG. 3-3 WATERMAIN REPLACEMENT PROGRAM HIE PH.(WI)7S R2005' 3458 cart No.zssso 3.1.7.4 Archaeological and Historical Sites Figure 3-4 identifies the historical and archaeological sites recorded in the Florida Master Site File (Florida Division of Historical Resources) within the Village service area. As noted previously, the watermain replacement program projects will be constructed within the limits of public road Right-of-Way. Although there are historical structures located within the project area, none of these resources will be impacted by the Village of Tequesta watermain replacement program projects. Construction is limited to the road right-of-way and all of the listed resources are located across the outside the limits of construction. 3.1.8 Floodplain Influence on the Project Area Flood zones for the project areas are presented in Figure 3-5. The areas in which the proposed infrastructure improvements are to be constructed are located in Zones X,A,and AE. The Flood Insurance Rate Map (FIRM) defines Zone X as an 0.2%Annual Chance Flood Hazard area,areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile. Zone A is an area with a 1%annual chance of flooding and a 26%chance of flooding over the life of a 30-year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones. Zone AE is designed as the 100-year floodplain where base flood elevations have been determined. The base flood elevation for the Village ranges from 5.0 to 12-feet above sea level. The installation of the proposed water main improvements will not result in an impact to either the 100 year or 500-year floodplain, as this installation will not alter the surface elevation or available storage capacity. 3.1.9 Air Quality According to the Florida Department of Environmental Protection, Florida Air Quality System (FLAQS) website, the Village of Tequesta's water service area is an "attainment" area with respect to the National Ambient Air Quality Standards. The construction of the Village of Tequesta watermain replacement program projects will not create any impact on the existing Village of Tequesta air quality. 3.2 Socio-economic Conditions 3.2.1 Population The population of the service area is calculated using the available information from the Village's 2020 Comprehensive Plan. Using the past history of the census tracts population and future growth estimates from Palm Beach County and the Village of Tequesta planning department, a future population projection is made for the census tracts. 16 t HooDe�Sdund NO Club '6Hob�eSound� Jupiter Island` �fJ � �• _ N4 J CI b�� F " r_« % 411 p'tter#Jsland QEaglewood� P } t' } - C-* y 3e-Rd -r -'m -- .'w • z+d-.rlL�"'i Pad •N Sh t � 4 Dickinson State ,�-�.4 r., ;n r©r Ju iter-J Hills, P- 4 Riverbe nd Golf .,� Via:`• Clu311111. � .i�•;,�'�a w • e ..° reek . o �, k, ISM mm r' �t jX'�,'yr _ y�an • u b ��tt y° i u n/e�!igi wom �� Chi Ar 3 i . f m tom, Jupiter Inlet g Colony a SIM ArchaeologicalHistorical&Archaeolog cal Sites - a �N y -Cent—St- -- Mum -= 9 t Rwig Wartawimw � 9� WtI ndiantown,.Rd v.' a w W. Jupiter s - rbend Park _ = -To�P t--- --, N VILLAGEOF • • HISTORICALFACILITIES PLAN • • bpa-„s sE v 5��61 e — rt * TM III LO ■ �•+ LL ol so _ T s / •'ice i W - • � � ey 3 � ��•�R x €!!{z� If !{13li�t ill;4 sett'�ltF g!! .. !!1!![�ilmi'.?l'v :l,pie€!1i Hs?;RE H II11I!'°,€l!'i ............. .>. Table 3-1 presents the existing population of the Village of Tequesta in the census tracts served and number of water accounts. Table 3-1: Population and Future Water Demands Year Total Resident Population of Number of Water Service Area Accounts 2024 13,550 5,106 3.2.2 Land Use and Development Future land use is established in the Comprehensive Plans for the Village of Tequesta, and is depicted in the Future Land Use Maps, Figure 3-6.Areas within the Village consist of commercial, residential, recreation and open space, conservation, and limited areas of public buildings and grounds.The central area of the Village is a mix of commercial and residential. Heading east,the predominant land use is mixed use and commercial.Along the western city limits, uses are residential with the golf course in the center of this area. 3.3 Water Supply,Treatment and Transmission/Distribution System 3.3.1 Description of the Existing Water System The major components of the Village of Tequesta water system are summarized in this section.These facilities include the potable water treatment plant(WTP),storage facilities, high service pumping system, and the transmission and distribution system. The Village's main raw water supply source is the Surficial and the Upper Floridan Aquifer. Raw water is sourced from fourteen groundwater wells scattered throughout the service area.There are ten surficial aquifer wells(seven on the Eastern Peninsula of the Village and three on the Western Peninsula) and four Floridan aquifer wells all located on the Eastern Peninsula.The Village's current Water Use Permit allows for one additional surficial and one additional Floridan well to be constructed, if required. 3.3.2 Water Treatment Plant The Water Treatment Plant is comprised of two parallel treatment processes, a 2.7 MGD sand filter process and 3.6 MGD reverse osmosis plant.The sand filter process is comprised of six carbon steel filter vessels, a surge tank, an air scour system, ammonia feed facilities, three transfer pumps, and associated piping, valves, controls, and instrumentation. The reverse osmosis process is comprised of three cartridge filters, three high-pressure membrane feed pumps, three reverse osmosis trains, two degasifier and air scrubber systems,a clearwell(where blending of effluent from the filter process and reverse osmosis process occur), three transfer pumps, bulk chemical storage and feed facilities, and associated piping, valves, controls, instrumentation and emergency power equipment. Under normal conditions,treated water from storage tanks at the water treatment plant is pumped to the distribution system through the high service pumps. 19 yw• •t • tER 1 w� rlrw K f i,� WAOI �y MT s A AA ' tea►^- ■sa�.a.► _ OV MKI Imp 5 Y l a d9� a .• i _ a•' rtt s' , ���. ' •� tom' � t 1.A .Sli NI M �'ka .•r. ,,,,..�x�'t�'' i� l Iwo i�'w _ � 3.3.3 Water Treatment Plant Storage Blended finished water is stored in two ground storage tanks located at the WTP with capacities of 0.75 million gallons (MG) and 2.0 MG. From there, the finished water is delivered to the distribution system by seven high-service pumps. 3.3.4 Water Treatment Plant High Service Pumps Finished water is pumped to the distribution system with the high service pumping system consisting of two high service pump stations for a total of seven pumps.The four (4) high service pumps (Pumps 1-4) for the filter plant are all equipped with a 6.99-in diameter impeller and 40 hp motors.The remaining (3) pumps are located in the reverse osmosis building and are all horizontal split case pumps.Pumps 5 and 6 are equipped with 13-inch diameter impellers with 125 hp motors while pump 7 is equipped with a 11.96- inch impeller and 75 hp motor. Pumps 5 and 7 are variable speed and all pumps utilize a suction and discharge 16-inch isolation butterfly valve and 16-inch silent check valve on discharge. Under normal operations, both high service pump stations draw from the ground storage tanks. 3.3.5 Transmission and Distribution Network The pipe network is comprised of transmission mains larger than 8-inches in diameter, and smaller diameter distribution mains (2- through 8-inches in diameter). The oldest portions of the Village's distribution system were installed in the 1950s and the system has been expanded multiple times to accommodate growth. The piping network that comprises the distribution system include asbestos cement (AC), ductile iron (DI), and polyvinyl chloride (PVC). Approximately 153,000 linear feet of portions of the system (installed between 1950—1970) are constructed with AC pipe.The more recent sections of the system have been constructed with PVC and DI pipe. The Village has three connections with adjacent Public Water Systems to provide alternate sources of potable water in emergency situations. Two emergency interconnects are with the Town of Jupiter and the third is with South Martin Regional Utility which is owned by the Town of Jupiter Island. All interconnects remain closed during normal operations and are opened in the event of a loss of water supply or pressure within any of the water systems. 3.3.6 Present and Historical Water Usage The future total water demand for the system was developed and documented in the Village's 2018 Comprehensive Plan.The projected demands from this report are summarized in Table 3-2.As shown in this table,the average annual daily (AAD)finished water demand for 2045 is expected to be 3.79 MGD. 21 Table 3-2. Population and Potable Water Demand Projections Year 2010 201S 2020 202S ► o 2035 204004 Projected12,243 12,850 13,240 13,627 14,041 14,462 14,896 15,343 Population 247 247 247 247 247 247 247 247 . p Per Capita 90,155 90,155 90,155 90,155 90,155 90,155 90,155 90,155 TotalUsage 1,103 1,158 1,193 1,228 1,265 1,303 1,342 1,383 Annual Usage Average 3.02 3.17 3.27 3.36 3.47 3.57 3.68 3.79 Daily Flow Maximum 3.6 3.73 3.9 4.0 4.17 4.29 4.41 4.55 Daily Flow The projected daily potable water necessary to serve the Village's future demands ranges from 3.6 million gallons per day(MGD)to 4.55 MGD. Based on these projections, neither the average daily demand nor the maximum daily demands are anticipated to exceed the current permitted combined WTP capacity of 6.3 MGD within the planning period. 3.3.7 Water Conservation The Village currently has in effect a multi-element water conservation program. This program has been in place over most of the previous Water Use Permit period (over 20years).Moreover,the Village of Tequesta instituted a water conservation rate structuring program that charged incrementally higher rates for higher usage of the potable water system.The improvement since 2000 has been materially impacted by the implementation of this water conservation rate structuring. It is anticipated that the success of the program will continue, and the Village is committed to the vigorous pursuit of all efforts toward water conservation. The Village continues to implement a leak detection program. The program is based on the concept of comparing the volume of water produced for consumption and the volume billed. This calculation is performed monthly, and the yearly results are submitted to the SFWMD. Action levels have been established. As part of the program and to improve the accuracy of the calculations, the Village has adopted a residential and commercial meter replacement program. 22 The Village has adopted and continues to implement various regulations that improve water conservation. The Village has adopted water protection and conservation measures in Article VI. Water Protection and Conservation of Chapter 50, Natural Resources Protection in the Village Code of Ordinances. Specifically, Article VI, Sec. 50-187 requires the use of low volume plumbing fixtures and Article VI, Sec.50-189 requires rain sensor overrides for all irrigation systems and recognizes SFWMD criteria related to limiting irrigation hours for lawns and ornamentals. The use of reclaimed water for irrigation purposes is an effective water conservation measure.The Village does not own or operate a wastewater treatment facility and,as such, does not manufacture reclaimed water. The Village, however, is located within the LRD service area, and the LRD does produce reclaimed water. The Village continues to work with the LRD to encourage its use. There are customers within the Village water service area that currently use reclaimed water for these purposes. The Village makes water conservation literature available to all customers. In addition,the Village improves public awareness of water conservation through distribution of related information in water bill messages,the Village Newsletter and other literature displayed in information racks at Village buildings. There are some water conservation related issues addressed in the Coastal Management element of the Village's Comprehensive Plan which are addressed in the Coastal Management. 3.3.8 Performance of Existing Water System The Village of Tequesta water distribution system, although aging, continues to function adequately. The large booster pumps at the Village's water treatment plant perform well and the water treatment plant has undergone significant renovations over the years and is more than adequate to treat the projected demand permitted under the water use permit from the South Florida Water Management District. 3.3.9 Service Population and Water Demand Projection The water demands are developed based upon the population projection and per capita demand of 247 gallons per capita. Table 3-2 listed above, presents the projected water demands from 2010 to 2045. 3.4 Managerial capacity The Village of Tequesta Utilities Department has the responsibility and authority to operate and maintain the water system. Department staff has the capability and capacity to maintain and operate the Village's water system.The Village's water system is continuously operated in shifts and repairs and rehabilitation of the water mains due to broken pipes and 23 joints are periodically conducted by Department staff.After hours repairs and maintenance are conducted with night and weekend utility crews. Routine water analyses are performed by Utilities Department staff in the Village's laboratory. Monitoring of the water system is accomplished with SCADA. 24 Chapter 4.0 - Alternatives Analysis 4.1 General The Village of Tequesta Watermain Replacement Program projects have three primary alternatives for the water distribution system improvements: Water Distribution System Upgrades: 1. No Action 2. Replace in-kind with same material 3. Replace with PVC, HDPE, or Ductile Iron Pipe 4.2 Cost-effectiveness The cost effectiveness of the project was evaluated based on capital investment, and operation and maintenance costs. However, the benefit of these projects outweighs the capital costs as they provide safe and reliable means of drinking water to the Village customers.Appendix A contains a detailed cost calculation of the selected alternative. Present worth has been used to compare the various alternatives developed in this facilities plan. Present worth combinations for the viable alternatives incorporated the following considerations: 1. Planning period of 20 years. 2. A discount rate of 2.75% was used in this analysis based upon the US Bureau of Reclamation published discount rate for 2024. 3. Capital costs (land acquisition, construction, contingency, engineering, legal,fiscal, and administrative costs). 4. Operation and maintenance costs. 5. Salvage value of$0 assumed for all water distribution components. 6. Costs are obtained from recent bids in the area. 4.3 Watermain Replacement Program Projects 4.3.1 No Action Under this alternative, the existing mains will continue to serve the distribution network in the Village of Tequesta. The age and condition of the existing AC pipelines will continue to have various water main breaks throughout the pipe network. The system will not be a reliable source of potable drinking water. This alternative is not viable and hence was rejected. 25 4.3.2 Replace in-kind with same material This alternative involves replacing the identified water mains with the same pipe size and materials of the existing system. The existing mains are primarily asbestos cement and are susceptible to main breaks, and frequent failures and furthermore, the material is no longer produced. Therefore, this alternative is not viable and hence was rejected. 4.3.3 Replace with PVC, HDPE, or Ductile Iron Pipe This alternative involves replacing the identified water mains with 4-inch or larger polyvinyl chloride (PVC), high density polyethylene (HDPE), or ductile iron mains. This alternative will improve the capacity of the existing distribution network that feeds the Village of Tequesta and will provide necessary fire flow needed for the community. The route of this alternative will be in the same right-of-way as the existing mains and will not involve any land acquisition or easements. There are no adverse environmental or economic impacts expected as a result of the implementation of this alternative. This alternative is cost-effective and hence was selected. 26 Chapter 5.0 - Selected Project 5.1 Description of Proposed Facilities The proposed Village of Tequesta Watermain Replacement program projects consists of upgrades to the water distribution system. The proposed water distribution system improvements include the replacement of approximately 137,000 linear feet of pipeline broken into 15 different areas. Table 5-1.Village of Tequesta Watermain Replacement Program Projects Project No. Master Plan Update Project Name Estimated Linear Feet Project Numbering of Pipe 1 WM#1 Tequesta Drive 5,910 2 WM#2 Beach Road Phase 2 (Beach Road 6,650 Phase I Previously Completed) 3 WM#3 Jupiter in the Pines(South) 14,560 4 WM#4 (COMPLETED) Country Club Drive (COMPLETED) 5,290 (COMPLETED) 5 WM#5 Country Club Drive(North) 12,767 6 WM#6 Waterway Village Neighborhood 7,220 7 WM#7 Anchorage Point Neighborhood 5,512 8 WM#8 Riverside Drive 6,230 9 WM#9 Ridgewood Homes/Jupiter in the 13,550 Pines(North) 10 WM#10 Heritage Oaks Neighborhood 15,265 11 WM#11 Turtle Creek Neighborhood (East) 9,075 12 WM#12 Countyline Neighborhood (East) 9,422 13 WM#13 Countyline Neighborhood (West) 7,847 14 WM#14 Turtle Creek Neighborhood (West) 13,397 15 WM#15 Rolling Hills Neighborhood 4,031 Total 136,726 A figure depicting the 15 different areas of watermain replacement is shown in Figure 5-1. 5.2 Environmental Impacts of Proposed Facilities The short-term impacts during construction include increased noise levels, increased airborne particulates and surface run-off during rainfall on the site. Control measures will be implemented to minimize these temporary effects. The long-term impacts of the project are beneficial. The Village will have adequate and reliable potable water and fire flow supply throughout the service area. The proposed project will not have significant adverse effects on wild and scenic rivers or on flora,fauna,threatened or endangered plant or animal species, prime agricultural lands, wetlands, undisturbed natural areas,or the socio-economic character of the area. A review 27 r Vi Q a � � J Z Z O < < w < m U H H ZZ O J X ~ N ~ w 3 O w w S N J N> w i w OZ vw) Q Z I o 4 a � Q aLLI lI - F-1 D I IIIIIIIIIIII I w � a = U � Q H l-o•' O iw 4�N pgA � 3 Z S ''^^ V/ `L ^ z F- C S�PNS\G GGEPN � m o P �! LL a LL FF `a S 0U) cw ' w > a 3 � au .r ® L G �ffiS j e k 1 off the State Historic Preservation Office database indicates that no archeological, historical or cultural sites are recorded which would be impacted by these projects. 5.3 Cost to Construct Facilities The details of construction and the O&M costs for the overall program as well as each individual project is presented in Appendix A. The following tabulation presents the total program cost inclusive of the non-construction items. Construction (including contingency) $58,186,094 Engineering and inspection @ 15% $8,727,914 Legal, fiscal, and administrative @ 5% $2,909,305 Total Project Cost $69,823,313 The Village will be requesting individual loans from the Florida Department of Environmental Protection State Revolving Fund Program to fund construction for each of the projects as design and permitting are completed. A life-cycle present worth analysis has also been completed for each project and the entire program and is also provided in Appendix A. 5.4 Consistency with the Comprehensive Plan The recommendations resulting from this study are consistent with the Village's Comprehensive Plan. 29 Chapter 6.0 Implementation and Compliance 6.1 Public Hearing/Dedicated Revenue Hearing The public hearing on the Facilities Plan for the Village of Tequesta Project was held on December 11, 2024. The meeting advertisement, proof of publication, minutes, sign-in sheet and other documentation is included in Appendix D. 6.2 Regulatory Agency Review To qualify for a loan from the Florida Department of Environmental Protection State Revolving Fund, various government agencies must be satisfied with the recommended alternative for the Village of Tequesta potable water system. Copies of the facilities plan adopted by the Village Council will be sent to the following government agencies for review and comment. 1. Florida Department of Environmental Protection 2. Florida Department of Health 3. South Florida Water Management District 4. U.S. Environmental Protection Agency 5. South Florida Regional Planning Council 6. State of Florida,State Clearinghouse 6.3 Permitting Other than an FDEP construction permit for the water main improvements the only other permits that may be required are right-of-way permits to work within County or State right-of-way. These permits will be obtained prior to bidding and included as part of the Contract documents for the project. 6.4 Service Agreements/Local Contracts There are no service agreements or local contracts necessary to implement the selected alternative. 6.5 Financial Planning The Department of Environmental Protection's State Revolving Fund is expected to be the financing source for a portion of the project. A business plan has been prepared to explain to the public and to the State of Florida what the financial impact on the users of the water system will be.The business plan is provided in Appendix E. 30 6.6 Implementation The Village of Tequesta has the sole responsibility and authority to implement the recommended facilities. All project areas are within the Village of Tequesta's service area. 6.7 Implementation Schedule Project No. 2-WM#2 -Beach Road Phase 2 is the first project the Village of Tequesta will be asking assistance for under this facility plan. It is anticipated that the Village will apply for SRF funding for the remaining fourteen projects in a phased approach at an approximate interval of one project being completed per year. The implementation schedule for the Beach Road Phase 2 project is as follows: December 2024—Submit Water Facilities Plan to Florida Department of Environmental Protection and other governmental agencies. December 2024- Hold public hearing on facilities plan. December 2024—Submit plans and specifications to FDEP for review. February 2024—Be on the agenda for approval at the SRF hearing April 2024—Sign State Revolving Fund loan agreement. May 2024—Start Project Construction. May 2025—Complete construction of the project. May 2025—Certify operational performance of the project and complete close-out project documentation. June 2025—Begin State Revolving Fund Loan payments to the Florida Department of Environmental Protection. 6.8 Compliance 1. The treated drinking water delivered via the selected alternative will be in compliance with Florida Department of Environmental Protection drinking water standards. 2. The selected alternatives will meet the reliability requirements as per Chapter 62- 555, F.A.C. 3. The environmental aspects of the proposed facilities are satisfactory. 4. The recommended facilities are consistent with the Village's Comprehensive Plan. 31 Appendix A Cost Analysis 32 O U Ln O v rn m M O 00 N m v 00 0 � v o Q0 O m v Ln o r, v 00 Ln tD Ln N .--i N n rn M cl -i Ln M v a) C OtS v' r; 0 00 0i ni 14 Lr) m 00 r, ai c Lr to O t0 N r, M O r` 00 M r- O Ln h (D M V In N V -i M tD 00 Ln D1 C M r� r- m N V tC Ln M N (V Lf1 tD fn C M Lr .--I vn .n +n vt vl� +n (n v> �n v^ (n an to w C 9 Y C 4 C N >+ O O a 00 m Ln Ln M Ln LD 1-1 O m V LO N Ln O N N lD cn O 00 N 00 rl a 4 01 1-1 fT0 c .-I Lr C cl lD I, a1 � tD N 0 N 0 [t 00 O� O m N O a1 N Ln m O r, Ln 00 r` V r, M O r` a1 00 c4 V M a) Ln cD O N Ln N N 7 Ln V N N rV Ln Ln M m M Ill -4 V1 VT in Vf V? V? to to v? N N V? to to rn E N L � O a c 4, O dLn O O ° O co Ln Ln W m cD ncn E a1 O V F O m c V N V (D O N m v O V C N LU N cD m O O N cc r O) a -4 Ln O J CO O r- m � O N W N V 00 10 N () M N O d O) N � m O r Ln m r` V r M C r` to co V m D) Ln m O N in N �N+ 0 ffl fA (A fA E9 69 (ff (i7 (!! 69 ff) ta O 0 � U U � m E y M y .+ p O a) U � �a d V O O 11 Ln (D 0 t' O N_ O ton c1D r N C m m n O E cn to Ln N � N Ln N � N O V 00 m O (h U t..f1 Ln D n r` Lri .(D. 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N - n ONi E OJ .-i ut O w O n O O N O O 0) m N O 7 OV 10 M O n In 00 n R n U � � m O n � O) 00 O) In cp O N to N 0) `o x .n .n w U d. d, d, w �a to C N E ¢ 'g m L "O O O D01 t0 N N (O') UJ r N 7 O1 f7 r O L v1 1D n In cD m t2 rn m n v n C U m C d LL E N IS _ a U ° ° _ u m a M1 3 u t o a V a L O O O o •' f.7 D_' d m O o L O. O L O O L L T e :.: Ol O N Z 00 O L O L E O U Off' + I' ry ° v OJ (l m L O O L N h ` C > > N Z OJ .O 00 L L m m d _ EO t Z W O0 u0 arG! O ° > x o Z a! O1 Z Z O) p L u27 > u x ca w •7 co o- m m Ea 00 " > v m r A ' v m m r a ° ° o o v c i v o w ° 0 3 9 3 0 m o: o u u 3 z c z h2 x r u u m 0 o i N • N it ft N C tt E A 3 ft u # u f rl rl ti 3 3 3 3 No c ° � � n d U o d u o U y a � m o- j [ oo c U a1 c a H j o o C C > U w 0 ti m C 75 D C C Appendix B Source Water Assessment and Protection Program- Palm Beach County Wellfield Protection Ordinance 33 C. Violations of the provisions of this Chapter shall be punishable by one or more of the following: 1. triple application fees for STLP approvals not obtained prior to violations involving activities which would otherwise have been authorized as determined by ERM; and 2. enforcement procedures as outlined in this Chapter and in Art. 10.C, Groundwater and Natural Resources Protection Board. [Ord. 2011-001] D. All monies collected as civil penalties for violations of this Chapter shall be deposited in the Pollution Recovery Trust Fund. CHAPTER B WELLFIELD PROTECTION Section 1 Purpose and Intent A. The purpose and intent of this Chapter is to protect and safeguard the health, safety, and welfare of the residents and visitors of PBC by providing criteria for regulating and prohibiting the use, handling, production, and storage of certain deleterious substances which may impair present and future public potable water supply wells and wellfields. Section 2 Definitions See Art. 1.1-1, Definitions and Acronyms. Section 3 Applicability A. General The provisions of this Chapter shall be effective within the incorporated and unincorporated areas of PBC, and shall set restrictions, constraints, and prohibitions to protect present and future public potable water supply wells and wellfields from degradation by contamination of deleterious substances. B. Review and Permitting Procedures No Building Permit or Business Tax Receipt for any nonresidential activity shall be issued by PBC or any city located within PBC that would allow development or construction in Zones 1, 2, 3, or 4 that is contrary to the restrictions and provisions provided in this Chapter. Permits or Business Tax Receipts issued in violation of this Chapter confirm no right or privilege on the grantee and such invalid permit or licenses will not vest rights. [Ord. 2007-013] Section 4 Effective Date A. Effective Date The requirements and provisions of this Chapter shall apply immediately upon and after March 7, 1988 to all new nonresidential activities. An existing activity is one for which a Building Permit or Business Tax Receipt had been issued by the appropriate jurisdiction prior to March 7, 1988 and which had not expired on or before March 7, 1988, or for which a completed Building Permit or Business Tax Receipt application had been filed and accepted with the appropriate jurisdiction prior to March 7, 1988.All other activities shall be deemed"new." [Ord.2007-013] B. Time of Review Any application for a Building Permit for a nonresidential development or residential development greater than 25 units or nonresidential development subject to review by an advisory planning body and approval by the local governing authority or zoning board of appeals that includes property wholly or partially within Zones 1, 2, 3, or 4, of a wellfield shall include requirements of ERM.These requirements shall be as follows: 1. Notification by the local governing authority of the location of the property in Zones 1, 2, 3, or 4 and notarized letter from Applicant admitting acceptance of notification. Notification shall be prepared by ERM providing details of Zones, prohibitions, and measures required for compliance; or 2. Submittal of application to ERM for notification. C. Certification of Compliance Any application submitted for a Business Tax Receipt for any use within Zones 1, 2, 3, or 4 of an incorporated or unincorporated area shall require certification by ERM that the use meets the applicable requirements of this Article. [Ord. 2007-013] D. Screening of Occupational License It shall be the duty of each local agency to screen all applications for Zones 1, 2, 3, or 4 Business Tax Receipts. [Ord. 2007-013] Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 13 of 51 E. Zone 1 Activities ERM shall provide a list to all local agencies of potentially prohibited operations in Zone 1. F. Interdepartmental Coordination Copies of Building Permits for residential uses containing more than 25 units, all nonresidential projects, and all occupational licenses issued for Zones 1, 2, 3, or 4 shall be submitted to ERM on a weekly basis, or upon issuance by the appropriate issuing authority. Section 5 Exemption A. General Exemptions A General Exemption application and an Operating Permit issued pursuant to the provisions of Art. 14.B.6.C.2, Zone 2, shall be filed with ERM for any nonresidential activity claiming a General Exemption to these regulations under Art. 14.B.5.A.4.a, Fire, Police, Emergency Medical Services, and PBC Emergency Management Center Facilities,Art. 14.B.5.A.4.b, Utilities in Zone 1, and Art. 14.B.5.A.4.f, Retail/Wholesale Sales Activities. No nonresidential facility that stores, handles, produces, or uses any Regulated Substances after March 7, 1988 shall be eligible for a General Exemption in Zone 1 unless such facility was in existence prior to the establishment of a new Wellfied Zone 1 or a reconfigured Wellfield Zone 1 and is required to move or cease operations as a direct result of a change in the Wellfield Protection Maps. [Ord. 2013-001] 1. Application A General Exemption application shall contain a concise statement detailing the circumstances which the Applicant believes would entitle him or her to a General Exemption pursuant to Art. 14.B.5.A, General Exemptions. 2. Fee A fee shall be required as established by the approved Fee Schedule. 3. Procedure Within 30 working days of receipt of an application for a General Exemption, ERM shall inform the Applicant whether such application contains sufficient information for a proper determination to be made. If the application is found to be insufficient, then ERM shall provide to the Applicant a written statement by certified mail or hand delivery requesting the additional information required. The Applicant shall inform ERM within ten working days of the date of the written statement of intent to either furnish the information or have the application processed as originally submitted. ERM shall have 90 working days from the date that the sufficiency determination was rendered or the date of receipt of additional requested information to act upon the application. 4. General Exemption Activities and Criteria a. Fire, Police, Emergency Medical Services, and PBC Emergency Management Center Facilities Existing fire, police, emergency medical services, and PBC emergency management center facilities are exempt from the Zone 1 prohibitions set forth in Art. 14.B.6.C.1, Zone 1, provided that an Operating Permit for such uses is obtained pursuant to Art. 14.13.7.13.1, Operating Permit. b. Utilities in Zone 1 Existing utilities as of July 25, 1991 shall be exempt, except for the maintenance and refueling of vehicles, from the Zone 1 prohibitions set forth in Art. 14.B.6.C.1, Zone 1, provided that an Operating Permit for such uses is obtained pursuant to Art. 14.6.7.6.1, Operating Permit. c. Continuous Transit The transportation of any Regulated Substance through Zones 1, 2, 3, or 4 shall be exempt from the provisions of this Chapter, provided that the transporting motor vehicle is in continuous transit. The transport of such substances through existing permanent pipelines is also exempt, provided that the currently authorized use or uses are not changed, and provided that leak detection and monitoring as approved by ERM are employed. No General Exemption or Operating Permit application is required except that an Operating Permit is required to establish the leak detection and monitoring requirements for said existing pipelines. Any new pipelines constructed through Zones 1, 2, or 3 and carrying Regulated Substances shall be provided with secondary containment, leak detection, and monitoring as approved by ERM. d. Vehicular and Lawn Maintenance Fuel and Lubricant Use The use in a vehicle or lawn maintenance equipment of any Regulated Substance solely as fuel in that vehicle or equipment fuel tank or as a lubricant in that vehicle or equipment shall be exempt from the provisions of this Chapter. No General Exemption or Operating Permit application is required. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 14 of 51 e. Application of Pesticides, Herbicides, Fungicides, and Rodenticides The application of those Regulated Substances used as pesticides, herbicides, fungicides, and rodenticides in recreation, agriculture, pest control, and aquatic weed control activities shall be exempt from the provisions of this Chapter provided that: 1) in all zones, the application is in strict conformity with the use requirement as set forth in the substances EPA registries and as indicated on the containers in which the substances are sold; 2) in all zones, the application is in strict conformity with the requirements as set forth in F.S. ch. 482, F.S. ch. 487, Chapter 5E-2, F.A.C., and Chapter 5E-9, F.A.C.; 3) in all zones, the application of any of the pesticides, herbicides, fungicides, and rodenticides shall be noted in the records of the certified operator. Records shall be kept of the date and amount of these substances applied at each location and said records shall be available for inspection at reasonable times by ERM; 4) in Zones 1, 2, 3, or 4, the pesticides, herbicides, fungicides, and rodenticides shall not be handled during application in a quantity exceeding 700 gallons of formulation; and, 5) all nonresidential applicators of pesticides, herbicides, fungicides, and rodenticides who apply those substances in Zones 1, 2, 3, or 4 shall obtain an Operating Permit covering all application operations using these materials under one permit and shall comply with all the requirements of Art. 14.13.6.C.2.b.3), Emergency Plan. f. Retail/Wholesale Sales Activities Retail/wholesale sales establishments in Zone 1 that store and handle Regulated Substances for resale in their original unopened containers shall be exempt from the prohibition in Zone 1, provided that those establishments obtain an Operating Permit pursuant to Art. 14.B.6.C.1, Zone 1. Items in Art. 14.B.6.C.2.b.7), Monitoring for Regulated Substances in the Potable Water Wells, certification by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida, and a bond or letter of credit as set forth in Art. 14.6.7.13.4, Bond Required, are not required for facilities in Zones 1, 2, or 3, provided no individual container of Regulated Substances exceeds five gallons, if liquid, or 25 pounds, if solid. g. Office Uses Offices uses, except for the use of Regulated Substances for the maintenance and cleaning of office buildings, shall be exempt from the provisions of this Chapter, and no General Exemption or Operating Permit shall be required. h. Construction Activities The activities of constructing, repairing or maintaining any facility or improvement on lands within Zones 1, 2, 3, or 4 shall be exempt from the provisions of this Chapter, provided that all contractors, subcontractors, laborers, material men, and their employees, when using, handling, storing, or producing Regulated Substances in Zones 1, 2, 3, or 4, use those applicable Best Management Practices set forth in Appendix 3, Best Management Practices for the Construction Industry, attached hereto and incorporated herein. No General Exemption or Operating Permit applications are required. i. Activities Subject to Regulation Due to Accumulation of Waste Regulated Substances Activities in Zones 2 or 3, which are subject to permitting requirements of the Chapter shall obtain an Operating Permit pursuant to the provisions in Art. 14.B.6.C.2, Zone 2, or Art. 14.B.6.C.3, Zone 3. Items in Art. 14.B.6.C.2.b.7), Monitoring for Regulated Substances in the Potable Water Wells, and Art. 14.6.6.C.2.b.8), Regulated Substances in Groundwater Monitorinq Wells, and a bond or letter of credit as set forth in Art. 14.13.7.13.4, Bond Required, are not required, provided that all waste liquid Regulated Substance are secondarily contained according to the conditions described in Art. 14.B.6.C.2.b.1), Containment of Regulated Substances, and are removed from the site on a regular schedule by a contracted hauler licensed by EPA or the State of Florida to handle the waste Regulated Substance. The accumulated waste Regulated Substance shall at no time exceed 55 gallons if liquid or 220 pounds if solid, and the accumulation time shall not exceed 90 days. Records of removal and disposal of all waste Regulated Substance through the licensed hauler shall be maintained and made available for ERM inspection at reasonable times. In addition, all other Regulated Substance shall not exceed the threshold quantities identified in the definition of "Regulated Substances." Failure to comply with any of these requirements shall subject the facility to the full permitting provisions for the applicable zone. B. Special Exemptions An affected person in Zones 1 or 2 may petition the Hearing Officer pursuant to the appeal process in Art. 14.C.11, Appeals, for a Special Exemption, from the prohibitions and monitoring requirements set out in Art. 14.B.6.C.1, Zone 1, and Art. 14.B.6.C.2_Zone 2. No nonresidential facility that stores, handles, Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 15 of 51 produces, or uses any Regulated Substances after March 7, 1988 shall be eligible for a Special Exemption in Zone 1 unless such facility was in existence prior to the establishment of a new Wellfied Zone 1 or a reconfigured Wellfield Zone 1 and is required to move or cease operations as a direct result of a change in the Wellfield Protection Maps. [Ord. 2013-001] 1. Criteria In order to obtain a Special Exemption, a person must demonstrate, by a preponderance of competent, substantial evidence, that: a. Special or unusual circumstances and adequate technology exists to isolate the facility or activity from the potable water supply; and b. In granting the Special Exemption, the Hearing Officer pursuant to Art. 14.C.11, Appeals, may prescribe any additional appropriate conditions and safeguards which are necessary to protect the wellfield. 2. Procedures The following Special Exemption application and review procedures shall apply to activities claiming a Special Exemption with adequate technology to isolate the facility or activity from the potable water supply and protect the wellfield: a. Application A Special Exemption application claiming special or unusual circumstances and adequate protection technology shall be filed with ERM, who shall then promptly notify the County Attorney's Office that such an application has been filed.The application shall be signed by the Applicant and a Professional Engineer or Professional Geologist registered or licensed in the State of Florida; b. Basis for Application The application shall contain a concise statement by the Applicant detailing the circumstances that the Applicant feels entitles the Applicant to Special Exemption, pursuant to this Chapter; c. Fee A fee shall be required as established by the approved Fee Schedule; and, d. Submittal Requirements The application for Special Exemption shall contain but not be limited to the following elements: 1) Operating Conditions A description of the situation at the site requiring isolation from the wellfield, including: a) a list of the Regulated Substances in use at the site; b) a site plan of the facility including all storage, piping, dispensing, shipping, etc., facilities; c) what operations at the facility involve Regulated Substances which must be isolated from the wellfields; d) the location of all operations involving Regulated Substances; e) a sampling and analysis of the groundwater on the site of the activity seeking a Special Exemption shall be performed to determine if any Regulated Substances are already present which constitute a threat to the water supply; f) an analysis of the affected well showing whether or not such well is already contaminated by any Regulated Substances and the extent of such contamination; and, g) a hydrogeologic assessment of the site which shall address, as a minimum, soil characteristics and ground water levels, directional flow, and quality. 2) Technical Components A technical proposal to achieve the required isolation including: a) components to be used and their individual functions; b) system tying the components together; c) a discussion and documentation, such as published technical articles, substantiating the performance and reliability of the components individually and the system as a whole. If the system has not been field tested, a discussion and laboratory test documentation to substantiate the proposed performance and reliability of the system; and, d) details of the specific plans to install the system at the site. 3) Testing Procedures If the proposed system does not have a proven history of successful in field operation, it may still be proposed using proven components. A test plan for the system as installed shall be provided to prove that the proposed system works in the field. 4) Backup Detection A technical proposal for backup detection of Regulated Substances that may elude the isolation system and escape to outside a perimeter to be established by ERM. Such proposal shall include emergency measures to be initiated in case of escape of Regulated Substances. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 16 of 51 5) Criteria for Success Site specific, system performance criteria shall be proposed to ascertain the success of the system. Such criteria shall include but shall not be limited to: a) performance; b) reliability; c) level of maintenance; d) level of Sensitivity to Regulated Substances; and, e) effect of rain, flood, power failure or other natural disaster. 6) Precautions in Event of Failure The Applicant shall provide information on the on site availability of substance removal technologies sufficient to remediate any introduction of Regulated Substances into the water table at the site. Where water is removed from on-site wells during the remedial process a plan shall be proposed for the disposal of such water. 7) Closure Plan A closure plan shall be provided in the event the system does not prove successful in the testing required by Art. 14.B.5.6.2.d.3). Testing Procedures. 8) Other Information Any other reasonable information deemed necessary by ERM shall be due to site specific circumstances. e. Sufficiency Review Within 30 working days of receipt of an application for Special Exemption, ERM shall inform the Applicant whether such application contains sufficient information for a proper determination to be made. If the application is found to be insufficient, then ERM shall provide to the Applicant a written statement by certified mail or hand delivery requesting the required additional information. The Applicant shall inform ERM within ten working days of the date of the written statement of intent to either furnish the information or have the application denied. When the application contains sufficient information for a proper determination to be made, ERM shall notify the County Attorney's Office that all documentation necessary to evaluate the Special Exemption has been received, and shall promptly transmit all such documentation to the County Attorney's Office. f. Action on Application Any Special Exemption granted by the Reference to Art. 14.C.11, Appeals, shall be subject to the applicable conditions which apply to Zones 1 and 2 and any other reasonable and necessary special conditions imposed by the Reference to Art. 14.C.11, Appeals. An Operating Permit shall be issued by ERM with the applicable conditions of Art. 14.B.6.C.1, Zone 1, and Art. 14.B.6.C.2, Zone 2, and any other reasonable and necessary special conditions imposed by the Hearing Officer. Such Special Exemptions shall be subject to revocation or revision by ERM for violation of any condition of said Special Exemption by first issuing a written notice of intent to revoke or revise (certified mail return receipt requested or hand delivery). Upon revocation or revision, the activity will immediately be subject to the enforcement provisions of this Article. [Ord. 2013-001] Section 6 Zones of Influence A. Maps The Zones of Influence Maps, developed as described in Art. 14.B.6.A.2, Basis, are incorporated herein and made a part of this Chapter. These Maps shall be on file and maintained by ERM. 1. Amendments Any amendments, additions, or deletions to said Maps shall be approved by the BCC after public hearing. [Ord. 2013-001] 2. Basis The Zones of Influence Maps are based upon travel time contours and one foot drawdown contours. They are generated using a contaminant transport computer model that simulates pollutant movement using particles released around wells. The travel time contours and the one foot drawdown contours are calculated by using finite difference computer modeling techniques that incorporate the effects of an extensive canal system, groundwater flows, and SFWMD Consumptive Use Permit approved public water supply pumping rates. Additional considerations may be incorporated into the modeling methodology as approved by ERM. [Ord. 2006-036] Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 17 of 51 3. Review The Zones of Influence Maps shall be reviewed at least on an annual basis. However,failure to conduct said review shall not affect the validity of the existing approved Maps. The basis for updating said Maps may include, but is not limited to, the following: a. Changes in the technical knowledge concerning the applicable aquifer; b. Changes in the pumping rate of wellfields; c. Wellfield reconfiguration; and, d. Designation of new wellfields. 4. Boundaries The Zones of Influence indicated on the Zones of Influence Maps are as follows: a. Zone 1 The land area situated between the well(s) and the 30-day travel time contour; b. Zone 2 The land area situated between the 30-day and the 210-day travel time contours; c. Zone 3 The land area situated between 210-day and the 500-day travel time contours; and, d. Zone 4 The land area situated beyond the 500-day travel time contour and within the one foot drawdown contour. 5. Interpretation of Boundaries In determining the location of properties and facilities within the zones depicted on the Zones of Influence Maps, the following rules shall apply: a. Properties located wholly within one zone reflected on the applicable Zones of Influence Maps shall be governed by the restrictions applicable to that zone; b. To that the extent Art. 14.B.6.C. Prohibitions and Restrictions, does not apply, properties having parts lying within more than one zone as reflected on the applicable Zones of Influence Maps shall be governed by the restrictions applicable to the zone in which the part of the property is located; c. Where a travel time contour which delineates the boundary between two Zones of Influence, passes through a facility, the entire facility shall be considered to be in the more restrictive zone; and, d. Where the facility, or portion thereof, is overlapped by Zones of Influence of different wells or wellfields, the stricter zones shall apply. 6. Reference Raw Water Analysis to Be Completed for Each Well A reference set of raw water analyses shall be completed for each Well for which a Zones of Influence map has been established. Said analyses shall be completed within 185 days after March 7, 1988, for existing wells.A copy of the analytical report shall be forwarded to ERM and the PBCHD within 14 days of completion. For any new well, this set of analyses shall be completed prior to the release of the well into service by the PBCHD and ERM. Said analyses shall address inorganic priority pollutants and organic pollutants as listed in Chapter 62-550, F.A.C. The cost shall be borne by the utility. The analytical reports shall be prepared by a State of Florida certified laboratory, certified for the applicable analyses. Samples shall be taken by the State of Florida certified laboratory performing the analyses, or its authorized representative. [Ord. 2013-001] B. Protection of Future Wellfields The prohibitions and restrictions set forth in this Chapter and in regulations promulgated pursuant hereto shall apply to any sites officially designated by the BCC as future wellfields. Such prohibitions and restrictions shall become effective upon approval by the BCC of the Zones of Influence Maps for the designated future wellfield. [Ord. 2013-001] C. Prohibitions and Restrictions 1. Zone 1 a. Prohibited Activities The use, handling, production, and storage of Regulated Substances associated with nonresidential activities is prohibited in Zone 1, except as provided under the General Exemptions and Special Exemptions provisions of this Chapter. b. Closure of Existing Uses All existing nonresidential activities within Zone 1 which store, handle, use, or produce any Regulated Substances shall cease to do so within one year from the date of notification by writing, certified mail, or hand delivery, except as provided for in this Chapter. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 18 of 51 A Closure Permit application, General Exemption application, or a Special Exemption application prepared and signed by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida shall be submitted to ERM within 120 days receipt of the notice to cease. Within 30 days of receipt of said notice, the owner or operator shall file with ERM proof of retention of said engineer or geologist. Any nonresidential activity in Zone 1 which is allowed to continue in accordance with the General Exemption or Special Exemption provisions of this Chapter shall obtain an Operating Permit, unless expressly not required by this Chapter, which shall indicate the special conditions to be instituted and the dates on which such conditions shall be instituted. Such activities shall comply with all Zone 2 requirements unless otherwise provided herein. No expansions, modifications, or alterations which would increase the storage, handling, use, or production of Regulated Substances shall be permitted in Zone 1. An owner or operator that is denied a Special Exemption shall be issued a Closure Permit as part of the denial process.Any Operating Permit application required herein shall be filed with the applications for General Exemption or Special Exemption. 2. Zone 2 a. Prohibited Activities All nonresidential activities within Zone 2 which store, handle, use, or produce any Regulated Substance are prohibited, unless they qualify as a General Exemption, obtain a Special Exemption, or receive an Operating Permit from ERM. b. Permit Conditions An Operating Permit issued to any nonresidential activity within Zone 2 that stores, handles, uses, or produces any Regulated Substance shall be subject to the following conditions: 1) Containment of Regulated Substances Leak-proof trays under containers, floor curbing, or other containment systems to provide secondary liquid containment shall be installed. The containment shall be of adequate size to handle all spills, leaks, overflows, and precipitation until appropriate action can be taken. The specific design and selection of materials shall be sufficient to preclude any Regulated Substance loss to the external environment. Containment systems shall be sheltered so that the intrusion of precipitation is effectively prevented. The owner/operator may choose to provide adequate and appropriate liquid collection methods rather than sheltering only after approval of the design by ERM. These requirements shall apply to all areas of use, production, and handling, to all storage areas, to loading and off-loading areas, and to above-ground and underground storage areas. The containment devices and liquid collection systems shall be certified in the Operating Permit application by the Professional Engineer or Professional Geologist registered or licensed in the State of Florida. 2) Emergency Collection Devices Vacuum suction devices, absorbent scavenger materials or other devices approved by ERM, shall be present on site or available within two hours (one hour in Zone 1) by contract with a cleanup company approved by ERM, in sufficient magnitude so as to control and collect the total quantity of Regulated Substances present. To the degree feasible, emergency containers shall be present and of such capacity as to hold the total quantity of Regulated Substances plus absorbent material. The presence of such emergency collection devices shall be certified in the Operating Permit application for existing activities. Such certification for new activities shall be provided to ERM prior to the presence of Regulated Substances on the site. Certification shall be provided by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida. 3) Emergency Plan An emergency plan shall be prepared and filed with the Operating Permit application indicating the procedures which will be followed in the event of spillage of a Regulated Substance so as to control and collect all such spilled material in such a manner as to prevent it from reaching any storm or sanitary drains or the ground. 4) Inspection A responsible person designated by the Permittee who stores, handles, uses, or produces the Regulated Substances shall check on every day of operation, for breakage or leakage of any container holding the Regulated Substances. Electronic sensing devices may be employed as part of the inspection process, if approved by ERM, and provided the sensing system is checked daily for malfunctions. The manner of daily inspection shall not necessarily require physical inspection of each container provided the location of the containers can be inspected Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 19 of 51 to a degree which reasonably assures ERM that breakage or leakage can be detected by the inspection. Monitoring records shall be kept and made available to ERM at all reasonable times for examination. 5) Proper and Adequate Maintenance of Containment and Emergency Equipment Procedures shall be established for quarterly, in-house inspection and maintenance of containment and emergency equipment. Such procedure shall be in writing; a regular checklist and schedule of maintenance shall be established; and a log shall be kept of inspections and maintenance. Such logs and records shall be available for inspection by ERM. 6) Reporting of Spills Any spill of a Regulated Substance in excess of the non-aggregate quantity thresholds identified in the definition of"Regulated Substance" shall be reported by telephone to PBCHD and the designated public utility within one hour, and to ERM within 24 hours of discovery of the spill. Cleanup shall commence immediately upon discovery of the spill. A full written report including the steps taken to contain and clean up the spill shall be submitted to ERM within 15 days of discovery of the spill. 7) Monitoring for Regulated Substances in the Potable Water Wells Arrangements shall be made with the designated public utility to establish a semi-annual schedule of raw water analysis unless sampling results indicate contamination, in which case ERM shall require an increased sampling schedule. The analysis shall be for all substances which are listed on the Operating Permit.The analytical reports shall be prepared by a State of Florida certified laboratory, certified for the applicable analyses. It shall be the responsibility of the designated public utility to provide for the sampling and analyses but the cost shall be borne by the Permittee or those permittees on a pro-rata basis as to the same substances listed on the permits of those permittees in Zones of Influence of the subject well. Samples shall be taken by the State of Florida certified laboratory performing the analyses, or its authorized representative. Semi-annual reports prepared by a State of Florida certified laboratory of the analyses for Regulated Substances shall be submitted to ERM for the purpose of determining the presence of Regulated Substances in each well for which a Zones of Influence map has been established. 8) Regulated Substances in Groundwater Monitoring Wells Groundwater monitoring well(s)shall be provided at the expense of the Permittee in a manner, number,and location approved by ERM. Except for existing wells found by ERM to be adequate for this provision, the required well or wells shall be installed by a State of Florida licensed water well contractor. Samples shall be taken by the State of Florida certified laboratory performing the analyses, or its authorized representative. Analytical reports prepared by a State of Florida certified laboratory of the quantity present in each monitoring well of the Regulated Substances listed in the activity's Operating Permit shall be filed at least semi- annually, or more frequently, as determined by ERM, based upon site conditions and operations. 9) Alterations and Expansions ERM shall be notified in writing prior to the expansion, alteration, or modification of an activity holding an Operating Permit. Such expansion, alteration, or modification may result from increased square footage of production or storage capacity, or increased quantities of Regulated Substances, or changes in types of Regulated Substances beyond those square footages, quantities, and types upon which the permit was issued. Should a facility add new Regulated Substances which individually are below the non-aggregate limits identified in the definition of "Regulated Substance," it shall notify ERM on an annual basis of the types and quantities of such substances added and the location of the use, handling, storage, and production of said substances. [Ord.2013-001] Any such expansion, alteration, or modification shall be in strict conformity with this Chapter. Further, except as provided herein, any existing Operating Permit shall be amended to reflect the introduction of any new Regulated Substances resulting from the change. However, the introduction of any new Regulated Substance shall not prevent the revocation or revision of any existing Operating Permit if, in the opinion of ERM, such introduction substantially or materially modifies, alters, or affects the conditions upon which the existing Operating Permit was granted or the ability to remain qualified as a General Exemption, if applicable, or to continue to satisfy any conditions that have been imposed as part of a Special Exemption, if Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 20 of 51 applicable. ERM shall notify the Permittee in writing within 60 days of receipt of the Permittee's notice that ERM proposes to revoke or revise the permit and state the grounds therefore. 10) Reconstruction after Catastrophe Reconstruction of any portion of a structure or building in which there is any activity subject to the provisions of this regulation which is damaged by fire, vandalism,flood,explosion,collapse, wind, war, or other catastrophe shall be in strict conformity with this Chapter. 11) Revocation or Revision for Spill Within 30 days of acquiring knowledge of any spill of a Regulated Substance, ERM shall consider revocation or revision of the permit. In consideration of whether to revoke or revise the permit, ERM may consider the intentional nature or the degree of negligence, if any, associated with the spill, the extent to which containment or cleanup is possible, the nature, number, and frequency of previous spills by the Permittee, and the potential degree of harm to the groundwater and surrounding wells due to such spill. c. Permits for Existing Uses All existing nonresidential activities in Zone 2 which use, handle, store, or produce Regulated Substances shall file an application for an Operating Permit within 90 days of the receipt of written notice from ERM. Said permit application shall be prepared and signed by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida, except for Closure or Transfer Permits as provided Art. 14.13.7.6.2. Closure Permit, and Art. 14.13.10, Transfers and Changes in Ownership.Within 30 days of receipt of said notice,the owner or operator shall file with ERM proof of retention of said engineer or geologist. If application is made for an Operating Permit, such a permit shall be issued or denied within 60 days of the filing of the completed application. If the application for an Operating Permit is denied, then the activity shall cease within 180 days of the denial of the Operating Permit. All Regulated Substances and contaminated containers shall be disposed in a lawful and environmentally sound manner in accordance with applicable State and Federal laws, and the activity and environs shall be cleaned up so as to preclude leaching of residual Regulated Substances into the environment. [Ord. 2013-001] 3. Zone 3 a. Prohibited Activities All nonresidential activities within Zone 3 which store, handle, use, or produce any Regulated Substance are prohibited, unless they qualify as a General Exemption or receive an Operating Permit from ERM. b. Permit Conditions An Operating Permit issued to any nonresidential activity within Zone 3 that stores, handles, uses, or produces any Regulated Substance shall be subject to the following conditions.. 1) Containment of Regulated Substances Leak-proof trays under containers, floor curbing, or other containment systems to provide secondary liquid containment shall be installed. The containment shall be of adequate size to handle all spills, leaks, overflows, and precipitation until appropriate action can be taken. The specific design and selection of materials shall be sufficient to preclude any Regulated Substance loss to the external environment. Containment systems shall be sheltered so that the intrusion of precipitation is effectively prevented. The owner/operator may choose to provide adequate and appropriate liquid collection methods rather than sheltering only after approval of the design by ERM. These requirements shall apply to all areas of use, production, and handling, to all storage areas, to loading and off-loading areas, and to above-ground and underground storage areas. The containment devices and liquid collection systems shall be certified in the Operating Permit application by the Professional Engineer or Professional Geologist registered or licensed in the State of Florida. 2) Emergency Plan An emergency plan shall be prepared and filed with the Operating Permit application indicating the procedures which will be followed in the event of spillage of a Regulated Substance so as to control and collect all such spilled material in such a manner as to prevent it from reaching any storm or sanitary drains or the ground. 3) Inspection A responsible person designated by the Permittee who stores, handles, uses, or produces the Regulated Substances shall check on every day of operation, for breakage or leakage of any container holding the Regulated Substances. Electronic sensing devices may be employed as part of the inspection process, if approved by ERM, and provided the sensing system is checked daily for malfunctions. The manner of daily inspection shall not necessarily require Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 21 of 51 physical inspection of each container provided the location of the containers can be inspected to a degree which reasonably assures ERM that breakage or leakage can be detected by the inspection. Monitoring records shall be kept and made available to ERM at all reasonable times for examination. 4) Maintenance of Containment and Emergency Equipment Procedures shall be established for the quarterly in-house inspection and maintenance of containment and emergency equipment. Such procedure shall be in writing; a regular checklist and schedule of maintenance shall be established; and a log shall be kept of inspections and maintenance. Such logs and records shall be available for inspection by ERM. 5) Reporting of Spills Any spill of a Regulated Substance in excess of the non-aggregate quantity thresholds identified in the definition of"Regulated Substance" shall be reported by telephone to PBCHD and the designated public utility within one hour, and to ERM within 24 hours of discovery of the spill. Cleanup shall commence immediately upon discovery of the spill. A full written report including the steps taken to contain and clean up the spill shall be submitted to ERM within 15 days of discovery of the spill. 6) Revocation or Revision for Spill Within 30 days of acquiring knowledge of any spill of a Regulated Substance, ERM shall consider revocation or revision of the permit to comply with some or all the conditions applicable to Zone 2, as set forth in Art. 14.B.6.C.2.b.1)-11), Permit Conditions, in addition to the Zone 3 conditions of Art. 14.6.6.C.3.b.1-7), Permit Conditions. In consideration of whether to revoke or revise the permit, ERM may consider the intentional nature or the degree of negligence, if any, associated with the spill, the extent to which containment or cleanup is possible, the nature, number, and frequency of previous spills by the Permittee, and the potential degree of harm to the groundwater and surrounding wells due to such spill. 7) Permit Process Operating Permits required by this Chapter shall be applied for and processed in accordance with Art. 14.6.6.C.2.c, Permits for Existing Uses, by filing an application for an Operating Permit within 90 days of the receipt of written notice from ERM. Said permit application shall be prepared and signed by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida. Within 30 days of receipt of said notice, the owner or operator shall file with ERM proof of retention of said engineer or geologist. If application is made for an Operating Permit, such a permit shall be issued or denied within 60 days of the filing of the completed application. If the application for an Operating Permit is denied, then the activity shall cease within 180 days of the denial of the Operating Permit. All Regulated Substances and contaminated containers shall be disposed in a lawful and environmentally sound manner in accordance with applicable State and Federal laws, and the activity and environs shall be cleaned up so as to preclude leaching of residual Regulated Substances into the environment. [Ord. 2013-001] 4. Zone 4 a. Prohibited Activities All nonresidential activities within Zone 4 which store, handle, use, or produce any Regulated Substance are prohibited, unless they qualify as a General Exemption or receive an Operating Permit from ERM. b. Permit Conditions An Operating Permit issued to any nonresidential activity within Zone 4 that stores, handles, uses, or produces any Regulated Substance shall be subject to the following conditions: 1) Inspection A responsible person designated by the Permittee who stores, handles, uses, or produces the Regulated Substances shall check on every day of operation, for breakage or leakage of any container holding the Regulated Substances. Electronic sensing devices may be employed as part of the inspection process, if approved by ERM, and provided the sensing system is checked daily for malfunctions. The manner of daily inspection shall not necessarily require physical inspection of each container provided the location of the containers can be inspected to a degree which reasonably assures ERM that breakage or leakage can be detected by the inspection. Monitoring records shall be kept and made available to ERM at all reasonable times for examination. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 22 of 51 2) Reporting of Spills Any spill of a Regulated Substance in excess of the non-aggregate quantity thresholds identified in the definition of"Regulated Substance" shall be reported by telephone to PBCHD and the designated public utility within one hour, and to ERM within 24 hours of discovery of the spill. Cleanup shall commence immediately upon discovery of the spill. A full written report including the steps taken to contain and clean up the spill shall be submitted to ERM within 15 days of discovery of the spill. 3) Revocation or Revision for Spill Within 30 days of acquiring knowledge of any spill of a Regulated Substance, ERM shall consider revocation or revision of the permit to comply with some or all the conditions applicable to Zone 2, as set forth in Art. 14.B.6.C.2, Zone 2, and Art. 14.B.6.C.2.b, Permit Conditions, in addition to those of Art. 14.B.6.C.4.b.1)4), Permit Conditions. In consideration of whether to revoke or revise the permit, ERM may consider the intentional nature or the degree of negligence, if any, associated with the spill, the extent to which containment or cleanup is possible, the nature, number, and frequency of previous spills by the Permittee, and the potential degree of harm to the groundwater and surrounding wells due to such spill. 4) Permit Process Operating Permits required by this Chapter shall be applied for and processed by filing an application for an Operating Permit within 90 days of the receipt of written notice from ERM. Said permit application shall be prepared and signed by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida. However, a nonresidential activity in Zone 4 is not required to retain an engineer or geologist to prepare the Operating Permit if the revocation for spill provisions of this Chapter do not apply.Within 30 days of receipt of said notice, the owner or operator shall file with ERM proof of retention of said engineer or geologist. If application is made for an Operating Permit, such a permit shall be issued or denied within 60 days of the filing of the completed application. If the application for an Operating Permit is denied, then the activity shall cease within 180 days of the denial. All Regulated Substances and contaminated containers shall be disposed in a lawful and environmental sound manner in accordance with applicable State and Federal laws, and the activity and environs shall be cleaned up so as to preclude leaching of residual Regulated Substances into the environment. [Ord. 2013-001] D. Other Requirements and Liabilities A notice to cease, or a permit or exemption issued under this Chapter shall not relieve the owner or operator of the obligation to comply with any other applicable Federal, State, regional, or local regulation, rule, ordinance, or requirement. Nor shall said notice, permit, or exemption relieve any owner or operator of any liability for violation of such regulations, rules, ordinances, or requirements. E. Domestic Wastewater and Stormwater Treatment 1. Sanitary Sewer Mains All new or replacement installations of sanitary sewer mains in Zone 1 or Zone 2 of a public drinking water wellfield shall be constructed using pressure pipe. Standards for installation are shown in Appendix 4, Minimum Standards for Sewer Pipe and Fittings, and shall be enforced by PBCHD through the permit process. For new wells placed in areas of existing sanitary sewers, the sewers in Zones 1 and 2 must be pressure tested at each joint, grouted, and sealed with proof of testing provided to the PBCHD prior to release of the well for service. [Ord. 2013-001] 2. Exfiltration Systems No new exfiltration system shall be constructed in Zone 1 or Zone 2 of a public drinking water wellfield. 3. Retention/Detention Ponds New retention or detention ponds located within wellfield zones shall comply with the criteria described in the SFWMD Management and Storage of Surface Waters Permit Information Manual IV. These criteria are enforced through the SFWMD permitting process. 4. Percolation Ponds New percolation ponds for domestic wastewater treatment located within wellfield zones shall comply with the requirements for separation from public drinking water wells set forth in Chapter 62-555, F.A.C. and Chapter 62-610, F.A.C., and enforced by Florida Department of Environmental Protection and the PBCHD. 5. Land Application of Domestic Wastewater Effluent Land application of domestic effluent or sludge within wellfield zones shall comply with the requirements for separation from public drinking water wells as set forth in Chapter 62-555, F.A.C., Chapter 62-610, Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 23 of 51 F.A.C., and Chapter 62-640, F.A.C., and enforced by Florida Department of Environmental Protection and the PBCHD. 6. On-Site Sewage Disposal Systems New on-site sewage disposal systems (septic tanks) located within wellfield zones shall comply with the requirements for maximum sewage loading and separation from public drinking water wells as set forth in Environmental Control Rule (ECR) I and enforced by the PBCHD. F. Spill Assessment and Remediation Upon discovery of a spill in a wellfield zone, a determination shall be made as to jurisdiction. ERM shall provide notification to the Florida Department of Environmental Protection and PBCHD including all available information pertinent to the spill. Florida Department of Environmental Protection will be responsible for determination if the spill occurrence constitutes a Resource Conservation and Recovery Act (RCRA) regulated material as defined in Chapter 62-730, F.A.C. and 40 CFR 261. If determination is made that the spill occurrence involves a RCRA regulated material, Florida Department of Environmental Protection will assume the role as lead regulatory agency in assessment and remediation. ERM will assume the role as lead agency if determination reveals a non-RCRA Regulated Substance. Upon issuance of an order by ERM, corrective action shall immediately be initiated by the responsible person. Failure to initiate corrective action shall be a violation of this Chapter.Corrective action shall include any or all of the following: 1. Cessation of the discharge and initial control, containment, and recovery of free-flowing, floating, or standing pollutants; 2. Removal and disposal of contaminated soils, sediments, vegetation, containers, recovery, and other contaminated materials in accordance with applicable Federal, State, and local regulations; 3. Assessment of the horizontal and vertical extent of soil, sediment, surface water, and groundwater contamination, as well as rate and direction of migration of the contaminants; and, 4. Remediation of contaminated soils, sediments, surface water, and groundwater to preclude further migration of unacceptable levels of residual Regulated Substances into or through the surface water or groundwater environment. ERM shall determine necessary, reasonable measures and time frames for corrective action. The corrective action shall be completed to the satisfaction of ERM. Where State or Federal regulations establish procedures or cleanup levels for corrective action for particular discharges, the corrective action shall at a minimum comply with those procedures and cleanup levels. Completion of corrective action as specified by ERM shall not relieve the responsible person or persons of liability under any other applicable Federal, State, or local regulation, rule, ordinance, or requirement; nor shall it relieve the responsible person or persons of liability for corrective actions for conditions which were previously unknown to ERM, or which resulted from implementation of corrective action as required. G. Closure Activity When an activity in any Zone ceases operation, all Regulated Substances and contaminated containers shall be disposed of in a lawful and environmentally sound manner in accordance with applicable State and Federal laws, and the activity and environs shall be cleaned up so as to preclude leaching of residual Regulated substances into the environment.When an activity in Zone 1 ceases operation, a Closure Permit shall be obtained. [Ord. 2013-001] Section 7 Wellfield Protection (Operating and Closure Permits) The following provisions provide the requirements and procedures for the issuance of Operating and Closure Permits required by this Chapter. A. General 1. An application which satisfies the requirements of the applicable Zones of Influence, Art. 14.13.7.6, Applications, for Operating Permits, and, if applicable, Art. 14.B.5.A, General Exemptions, for General Exemptions and Art. 14.13.8, Appeals, shall be approved and a permit issued. In addition to the failure to satisfy these requirements, ERM may deny a permit based on repeated violations of this Chapter. 2. An Operating Permit shall remain valid provided the Permittee is in compliance with the terms and conditions of the permit. 3. Permittees shall be required to pay annual permit renewal fees beginning October 1, 1990. Beginning October 1, 1990, all current and future permittees are subject to an annual permit renewal fee as established by the approved Fee Schedule. Notification to ERM under Art. 14.13.6.C.2.b.9), Alterations and Expansions, is due with the renewal fee. 4. ERM shall have the right to make inspections of facilities at reasonable times to determine compliance with this Chapter. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 24 of 51 5. All of the facilities owned and/or operated by one person when these structures and activities are located on contiguous parcels of property even where there are intervening public or private roads, may be covered under one permit. B. Applications 1. Operating Permit All applications for Operating Permits shall, at the minimum, provide the following information: a. A list of all Regulated Substances and substances on the Generic Substance List which are to be stored, handled, used, or produced in the nonresidential activity being permitted including their quantities. b. A detailed description of the nonresidential activities that involve the storage, handling, use, or production of the Regulated Substances indicating the unit quantities in which the substances are contained or manipulated including layout plans or drawings of the facility in which the activities will take place. c. A description of the containment, the emergency collection devices, containers, and emergency plan that will be employed to comply with the restrictions required for Zone 2 and 3 as set forth above. For Zone 4 this particular documentation will only be required if a permit revision is required pursuant to Art. 14.6.6.C.4.b.3), Revocation or Revision for Spill. d. A description of the daily monitoring activities that have been or will be instituted to comply with the restrictions for Zones 2, 3, and 4 as set forth above in Art. 14.B.6.C.2, Zone 2. e. A description of the maintenance that will be provided for the containment facility, monitoring system, and emergency equipment required to comply with the restrictions of Zones 2 and 3 as set forth above. For Zone 4 this particular documentation will be required if a permit revision is required pursuant to Art. 14.B.6.C.4.b.3), Revocation or Revision for Spill. f. A description of the groundwater monitoring wells that have been or will be installed, other pertinent well construction information, and the arrangements which have been made or which will be made for certified analyses for specified Regulated Substances. For Zones 3 and 4 this particular documentation will only be required for a revised Operating Permit as required under Art. 14.B.6.C.3.b.6), Revocation or Revision for Spill, Art. 14.6.6.C.4.b.3), Revocation or Revision for Spill, and Art. 14.B.13.C, Spills. g. Evidence of arrangements made with the appropriate designated public utility for sampling analysis of the raw water from the potable water well. For Zones 3 and 4 this particular documentation will only be required for a revised Operating Permit as required under Art. 14.6.6.C.3.b.6), Revocation or Revision for Spill, Art. 14.6.6.C.4.b.3), Revocation or Revision for Spill, and Art. 14.B.13.C, Spills. h. An agreement to indemnify and hold PBC harmless from any and all claims, liabilities, causes of action, or damages arising out of the issuance of the permit. PBC shall provide reasonable notice to the Permittee of any such claims. i. The application for the Operating Permit shall be filed with ERM within 90 days of receipt of written notification from ERM. 2. Closure Permit Closure Permit applications shall be required in Zone 1 and contain the following information: [Ord. 2013-001] a. A schedule of events to complete the closure of an activity that does or did store, handle, use, or produce Regulated Substances. As a minimum, the following actions shall be addressed: 1) Disposition of all Regulated Substances and contaminated containers, 2) Cleanup of the activity and environs to preclude leaching of unacceptable levels of residual Regulated Substances into the aquifer; 3) Certification by a Professional Engineer or Professional Geologist registered or licensed in the State of Florida that disposal and cleanup have been completed in a technically acceptable manner. The requirement for certification by a Professional Engineer or Geologist may be waived if the Applicant provides evidence to ERM that all of the following items are applicable: a) The entire operation is maintained inside the building(s) of the facility; b) The standard method of removing operating waste is not by septic tank, sewer mains, or floor drains; c) There is no evidence of spills permeating floors or environs; d) There are no outstanding or past notices of violation from any regulatory agency concerned with hazardous, industrial, or special waste; e) There is no evidence of past contamination in the public drinking water well(s) associated with the facility in Zone 1; and, Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 25 of 51 f) The Applicant shall provide a sworn statement that disposal and cleanup have been completed in a technically acceptable manner. 4) An appointment for an inspection by ERM; and, 5) An agreement to indemnify and hold PBC harmless from any and all claims, liabilities, causes of action, or damages arising out of the issuance of the permit. PBC shall provide reasonable notice to the Permittee of any such claims. b. The issue of well reconfiguration shall be evaluated by ERM and the affected public utility as an alternative to a Closure Permit during the permit application process. Should a utility notify ERM in writing that it intends to reconfigure a wellfield and said configuration no longer subjects a facility to Zone 1 and Zone 2 requirements, ERM may issue an Operating Permit providing conditions under which said facility may continue to operate. c. The Florida Department of Environmental Protection and the PBCHD shall be advised in writing of each Closure Permit application. 3. Permit Conditions The permit conditions shall ensure compliance with all the prohibitions, restrictions, and requirements as set forth in this Chapter. Such conditions may include, but not be limited to, monitoring wells, periodic groundwater analysis reports, and compliance schedules. Said conditions may also include requirements in a Closure Permit to reduce the risk in the interim of contamination of the groundwaters, taking into account cost, likely effectiveness, and degree of risk to the groundwater. 4. Bond Required Except as provided in Art. 14.B.7.B.4.e, below, no permit herein required shall be issued unless there is filed at the time of application, except in the case of an application by a political subdivision or agency of the State of Florida, a cash bond, permit bond with a corporate surety, or letter of credit in the amount specified in Appendix 2, Operating and Closure Permit Bonds, attached hereto and incorporated herein. a. The Permittee will operate its nonresidential activities and/or closure of such nonresidential activities, as applicable, in accordance with the conditions and requirements of this Chapter and permits issued hereunder. b. The Permittee shall reimburse PBC in accordance with Art. 14.B.7.B.1, Operating Permit, for any and all expenses and costs that PBC incurs as a result of the Permittee failing to comply with the conditions and requirements of this Chapter. c. Before a bond or letter of credit is accepted by ERM as being in compliance with this Chapter, the bond or letter of credit shall be reviewed and approved by the County Attorney's Office and Contract Development and Control. A corporate bond shall be executed by a corporation authorized to do business in the State of Florida as a Surety. A cash bond shall be deposited with ERM, who shall give receipt therefore. d. The bond or letter of credit required by this Chapter shall be kept in full force and effect for the term of the permit and for one year after voluntary cessation of activities permitted hereunder, expiration, or revocation of the permit. e. No bond or letter of credit is required for issuance of a permit for the following: 1) Closure of a facility, provided that the conditions listed in Art. 14.B.7.B.2.a.3), above for waiver of certification by an engineer or geologist are applicable. [Ord. 2005-002] 2) A facility in Zone 4, unless ERM has determined that a revision of the permit is appropriate under conditions described in Art. 14.B.6.C.4.b.3), Revocation or Revision for Spill or Art. 14.B.13.C, Spills. 3) Retail/wholesale activities which meet the conditions for this exemption set forth in Art. 14.B.5.A.4.f, Retail/Wholesale Sales Activities. 4) Activities subject to regulation due to the accumulations of Wasted Regulated Substances, provided that they comply with the conditions for this exemption set forth in Art. 14.B.5.A.4.i, Activities Subject to Regulation Due to Accumulation. 5. Cleanup and Reimbursement Any person subject to regulation under this Chapter shall be liable with respect to Regulated Substances emanating on or from the person's property for all costs of removal or remedial action incurred by PBC and damages for injury to, destruction of, or loss of natural resources, including the reasonable cost of assessing such injury, destruction, or loss resulting from the release or threatened release of a Regulated Substances as defined in this Chapter. Such removal or remedial action by PBC may include, but is not limited to, the prevention of further contamination of groundwater, monitoring, containment, and cleanup or disposal of Regulated Substances resulting from the spilling, leaking, pumping, pouring, emitting, or dumping of any Regulated Substance, or material which creates an emergency hazardous situation or is expected to create an emergency hazardous situation. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 26 of 51 Section 8 Appeals A. General Any affected party may appeal ERM decisions set forth below, pursuant to procedures in Art. 14.C.11, Appeals. B. Matters for Review and Time for Filing Any person may appeal to a Hearing Officer as established in Art.2.G.3.G, Hearing Officers for the following reasons: 1. To appeal ERM's permit conditions, denial of a permit, General Exemption, or nondisclosure of a trade secret; 2. To appeal an intent to revoke or revise an Operating Permit and a General or Special Exemption; and, 3. To request a Special Exemption. Section 9 Petition for Compensation The purpose of this Section is to provide a means of petitioning PBC for reasonable compensation in the event a person operating a facility in existence prior to the establishment of a new Wellfield Zone 1 or a reconfigured Wellfield Zone 1 is required to move or cease operations as a direct result of a change in the Wellfield Protection Maps. This Section shall apply only in the event an application for a General or Special Exemption, as set forth in Art. 14.B.5, and all subsequent appeals, are denied. ERM may impose a reasonable fee for each petition in order to defray the costs to PBC in administering this Section. [Ord. 2013-001] A. Filing A petition for compensation shall be filed with ERM no later than 90 days after an application for a General or Special Exemption, as set forth in Art. 14.13.5, and all subsequent appeals, are denied. The petition shall be heard by a Hearing Officer as established in Art. 2.G.3.G, Hearing Officers. [Ord. 2013-001] B. Contents of Petition A petition for compensation shall contain, as applicable, the following: 1. An analysis of the need to move, or cease operations including a summary of alternatives investigated and estimated costs of those alternatives; [Ord. 2013-001] 2. A list of all previously issued EPA notices of violation by ERM, Florida Department of Environmental Protection, or the EPA regarding use of Regulated Substances including a description of any corrective action taken or pending; and, 3. Detailed specification of the amount for which compensation is being requested. Petitions shall include documentation to verify all costs for which compensation is sought. [Ord. 2013-001] C. Administrative Review ERM shall review all petitions for compensation for completeness within 30 working days of receipt of the petition. If ERM determines the petition is not complete, written notice shall be mailed to the Petitioner specifying the deficiencies. No further action shall be taken on the petition until the deficiencies are remedied. If the deficiencies are not remedied within 30 working days of receipt of written notice,the petition shall be deemed abandoned and any rights that may be conferred under this Section shall be waived. Upon a finding of sufficiency, ERM shall review the petition and make recommendations to the Hearing Officer regarding the reasonableness of any amounts requested by the Petitioner, whether the requested compensation consists of amounts greater than the cost of any reasonable facility/operation modifications. Based upon such recommendations, the Hearing Officer may deny such petition. [Ord. 2013-001] D. Hearing on Petition As soon as practicable after submission of a petition for compensation, but no later than 90 days, by an owner or operator of an activity, the Hearing Officer shall hold a hearing to determine the eligibility of the activity for compensation pursuant to this Chapter. The Hearing Officer may extend the 90 day period for good cause based on the request of the Petitioner, PBC, or on its own initiative. Petitioner shall be given written notice by certified mail or hand delivery of such hearing at least 30 days prior to the hearing.At least ten days prior to the hearing, the Petitioner and PBC shall exchange names and addresses of witnesses and copies of all documentary evidence intended to be used at the hearing. Formal Rules of Evidence shall not apply to such hearing, but fundamental due process shall be observed and shall govern the proceedings. Petitioner and PBC shall have the right to: [Ord. 2013-001] 1. Call and examine witnesses; 2. Introduce exhibits; 3. Cross examine witnesses on any relevant matter; 4. Rebut the evidence; and, 5. Be represented by counsel. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 27 of 51 E. Review and Evaluation Criteria 1. Cessation or Move In determining whether the Petitioner is eligible for compensation for cessation or moving, the Hearing Officer shall consider: a. Whether a reasonable, cost effective alternative to cessation or moving of operations exists for complying with this Chapter, including reconfiguring of the wellfield. Petitioner,with the cooperation of ERM and the affected public utility, shall address the issue of reconfiguration; [Ord. 2013-001] b. Whether the requirements of this Chapter were the sole reason for cessation or moving of the operation; [Ord. 2013-001] c. Past environmental record, and, d. Efforts to mitigate financial impact of this Chapter and these corresponding regulations. F. Classes of Impact for Which Compensation May Be Granted 1. Actual Reasonable Relocation Expenses a. Costs The owner or operator of an affected activity may be paid the actual reasonable cost of relocation within PBC, such amount to include the cost of: [Ord. 2013-001] 1) Dismantling operation; 2) Actual moving; 3) Reassembling equipment; 4) Installation of equipment; 5) Internal connection of utilities to equipment; 6) Minor modification of site to accommodate operation, specifically excluding structural changes to the building or paving and drainage requirements at the site; 7) Any losses caused by the necessity of terminating a lease, such compensation not to exceed three months' rent. [Ord. 2013-001] b. Documentation of Costs The eligible costs for actual reasonable relocation expenses shall be supported by two itemized and sealed bids and a detailed listing of the claimed items. The amount to be paid shall not exceed the lower of the two bids. In order to verify such information, ERM shall have the right to enter the activity's premises at reasonable times. Such bids and detailed listing of the cost shall be verified by ERM. c. Self-Moves In the case of a self-move the owner of a relocated activity may be paid the lower of two sealed and itemized bids from licensed moving companies based on a detailed listing of the cost. 2. Actual Direct Losses of Tangible Personal Property Actual direct losses of tangible personal property are allowed when a person closes or relocates an activity. Payment may only be made after a diligent effort is made by the owner to sell the item(s) involved. a. If the activity is to be re-established and an item of property to be used therewith is not moved but promptly replaced with a comparable item at the new site, reimbursement shall be either: 1) Replacement cost, taking into account depreciation, less the proceeds of the sale. Present value based on accepted standards in the related business community may be substituted for net proceeds of a sale where applicable; or 2) Estimated cost of moving the item to the replacement site within the geographic boundaries of PBC. b. If a sale is not affected because no offer is received and the item is abandoned, payment for the loss may be its fair market value for continued use at its existing location plus the costs of the attempted sale, less the equipment's salvage value. 3. In Lieu of Actual Moving Expenses In lieu of the payments described in Art. 14.6.91.1, Actual Reasonable Relocation Expenses, Art. 14.B.9.E.2, Actual Reasonable Modification of Operation Expenses, and Art. 14.B.9.F.2, Actual Direct Losses of Tangible Personal Property, an owner of a discontinued activity may be eligible to receive a payment equal to 75 percent of the estimated reasonable cost of moving the activity within PBC, except that such payment shall not be more than the lower of two sealed and itemized bids, provided the following requirements are met: a. For the owner of an affected activity to be entitled to this payment, the Hearing Officer must determine that the business cannot be relocated without a substantial loss of its existing patronage. Such determination shall be made by the Hearing Officer only after consideration of all pertinent circumstances, including, but not limited to, the following factors: Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 28 of 51 1) The type of business conducted by the displaced activity; 2) The nature of the clientele of the displaced activity; 3) The relative importance of the present location to the displaced activity; and, 4) The additional costs which would have to be incurred to move the activity due to changed circumstances or applicable laws, ordinances, or regulations. b. For the owner or operator of an affected activity to be entitled to his or her payment, information must be provided to support the estimated moving costs. Such proof shall consist of two sealed bids from licensed moving companies based on a detailed inventory of the items which would be moved. 4. Exclusions on Moving Expenses and Losses The following expenses are considered ineligible for payment as "actual' moving expenses: a. Additional expenses incurred because of moving to and living in a new location including search cost for finding a new dwelling; b. Cost of moving structures, improvements, or other real property in which the displaced activity reserved ownership; c. Significant changes in building structure but not including minor electrical, plumbing, or carpentry work; d. Cost of improvement to activity made after such activity was on notice that it is affected by this Chapter and would have to cease or alter an operation in Zone 1; e. Interest on loans to cover moving expenses; f. Loss of goodwill; g. Loss of business or profits or both; h. Loss of trained employees; and, i. Cost of preparing the petition for compensation. 5. Payment and Release of Obligation PBC shall disperse 85 percent of the compensation to be paid as determined by the Hearing Officer in advance of any move or change of operation. PBC shall retain 15 percent of the monies authorized as compensation for economic impact of this Chapter until such time as the affected activity has carried out the procedures outlined in its petition for compensation and provides evidence of such expenditures. Upon receipt of payment of compensation as provided in this Chapter, the recipient shall execute a release in favor of PBC from any further obligation to the recipient with regard to the economic impact of this Chapter on the recipient or activity. 6. Appeal PBC or the Petitioner seeking compensation under this Section may appeal the final decision of the Hearing Officer by filing a Petition for Writ of Certiorari in the 15th Judicial Circuit Court in and for PBC. [Ord. 2013-001] Section 10 Transfers and Changes in Ownership In the event, there is a change of ownership, a new lease, or an assignment of a lease, a sublease, or any other change in regard to the person conducting the operation regulated, ERM shall be notified and upon payment of the appropriate fee and completion of processing of an application by ERM, the Wellfield Protection Operating Permit shall be transferred. Section 11 Trade Secrets ERM shall not disclose any trade secrets of the Applicant or Permittee that are exempted from such disclosure by Federal or State law; provided, however, the burden shall be on the Applicant or Permittee to demonstrate entitlement to such nondisclosure. Decisions by ERM as to such entitlement shall be subject to challenge by the Applicant or Permittee by filing a petition with the Hearing Officer pursuant to Art. 14.C.11, Appeals. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 29 of 51 THIS PAGE IS INTENTIONALLY LEFT BLANK Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 30 of 51 Section 12 Fees A. Filing Fee All applicants for a Wellfield Protection Operating or Closure Permit shall pay a non-refundable filing fee as established by the approved Fee Schedule. The fee shall be provided at the time of acceptance of the permit application. B. Wellfield Protection Operating Permit Fee The fee for a Wellfield Protection Operating Permit including any permit obtained pursuant to the General Exemptions set forth in Art. 14.B.5.A, General Exemptions, of this Chapter as established by the approved Fee Schedule. The operating fee shall be used to defray the cost of administering this Chapter. C. Closure Permit Fee The fee for a Closure Permit under this regulation shall be one-half of the fee for the Wellfield Protection Operating Permit as established by the approved Fee Schedule. D. Permit Transfer Fee The fee for transfer of an Operating Permit or Closure Permit shall be as established by the approved Fee Schedule to defray the cost of processing the transfer. Application for Transfer of Permit is to be made within 60 days of transfer of ownership of the activity. E. Special Exemption Fee A Fee shall be required for any person seeking a Special Exemption as established by the approved Fee Schedule. F. General Exemption Fee A Fee shall be required for any person seeking a General Exemption as established by the approved Fee Schedule. G. Annual Permit Renewal Fee The fee for annually renewing the permit established by the approved Fee Schedule, shall be used to defray the cost of administering this Chapter. Beginning October 2, 1990, all permittees shall pay an annual permit renewal fee for each permitted facility. H. Late Fee A late fee as established by the approved Fee Schedule, shall be paid to ERM if the application for permit or renewal is late. Section 13 Revocation and Revision of Permits and Exemptions A. Revocation Any permit issued under the provisions of this Chapter shall not become vested in the Permittee. ERM may revoke any permit issued by it by first issuing a written notice of intent to revoke(certified mail return receipt requested, or hand delivery) if it finds that the permit holder: 1. Has failed or refused to comply with any of the provisions of this Chapter, including but not limited to permit conditions and bond requirements of Art. 14.13.7.6.4, Bond Required, herein; 2. Has submitted false or inaccurate information in this application; 3. Has failed to submit operational reports or other information required by this Chapter; 4. Has refused lawful inspection under Art. 14.B.7.A.4, General; or, [Ord. 2005-002] 5. Is subject to revocation under Art. 14.B.6.C.2.b.11), Revocation or Revision for Spill, Art. 14.6.6.C.3.b.6), Revocation or Revision for Spill, or Art. 14.13.6.C.4.b.3), Revocation or Revision for Spill, of Art. 14.B.13.C, Spills. B. Revision ERM may revise any permit pursuant to Art. 14.B.6.C.2.b.11), Revocation or Revision for Spill, Art. 14.6.6.C.3.b.6), Revocation or Revision for Spill, and Art. 14.6.6.C.4.b.3), Revocation or Revision for Spill, first issuing a written notice of intent to revise(certified mail return receipt requested, or hand delivery). C. Spills In addition to the provisions of Art. 14.B.6.C.2.b.11), Revocation or Revision for Spill, Art. 14.B.6.C.3.b.6), Revocation or Revision for Spill, and Art. 14.13.6.C.4.b.3), Revocation or Revision for Spill, within 30 days of acquiring knowledge of any spill of a Regulated Substance in a wellfield zone, ERM shall consider revocation or revision of the permit. Upon such consideration, ERM may issue a notice of intent to revoke or revise, which shall be subject to the appeal provisions of this Chapter, or elect not to issue such notice. In consideration of whether to revoke or revise the permit, ERM may consider the intentional nature or degree of negligence, if any, associated with this spill, and the extent to which containment or cleanup is possible, the nature, number, and frequency of previous spills by the Permittee, and the potential degree of harm to the groundwater and surrounding wells due to such spill. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 31 of 51 D. Revocations of Exemptions For any revocation or revision by ERM of a Special Exemption or General Exemption that requires an Operating Permit as provided under the terms of this Chapter, ERM shall issue a notice of intent to revoke or revise which shall contain the intent to revoke or revise both the applicable exemption and the accompanying Operating Permit. E. Notice The written notice of intent to revoke or revise shall contain the following information: 1. The name and address of the Permittee, if any, and Property Owner, if different; 2. A description of the facility which is the subject of the proposed revocation or revision; 3. Location of the spill, if any; 4. Concise explanation and specific reasons for the proposed revocation or revision; and, 5. A statement that "Failure to appeal a notice of intent to revoke or revise, within 20 days after the date upon which Permittee receives written notice pursuant to Art. 14.C.11, Appeals, shall render the proposed revocation or revision final and in full force and effect." F. Appeals Failure of Permittee to file a petition in accordance with the appeal provisions of this Chapter shall render the proposed revocation or revision final and in full force and effect. G. Other Remedies Nothing in this Chapter shall preclude or be deemed a condition precedent to ERM seeking a temporary or permanent injunction. Section 14 Violations, Enforcement, and Penalties Failure to comply with the requirements of this Chapter or any permit, exemption, or approval granted or authorized hereunder shall constitute a violation of this Chapter. Section 15 Groundwater and Natural Resources Protection Board (GNRPB) The GNRPB shall hear violations of this Chapter pursuant to Art. 10.C. Groundwater and Natural Resources Board. Violations of this Chapter may be referred by ERM to the GNRPB for corrective actions and civil penalties. Section 16 Additional Enforcement Measures In addition to the enforcement procedures set forth above, violations of the provisions of this Chapter may be enforced pursuant to F.S. 125.69. Such violations may be deemed a separate offense for each day during any portion of which any violation is committed or continued. In addition to the sanctions contained herein, PBC may take any other appropriate legal action, including but not limited to, administrative action and requests for temporary and permanent injunctions, to enforce the provisions of this Chapter. It is the purpose of this Chapter to provide additional cumulative remedies. Section 17 PBC Pollution Recovery Trust Fund Funds collected pursuant to administrative penalties levied by the GNRPB for violations of this Chapter shall be deposited in the PBC Pollution Recovery Trust Fund. Unified Land Development Code Article 14—Environmental Standards Supplement No.26(Printed 11/19) 32 of 51 Appendix C US Fish and Wildlife Service List of Threatened, Endangered, Proposed and Candidate Species 34 ry: fl:ax a w unu�� _ nElKN'6 United States Department of the Interior .., / FISH AND WILDLIFE SERVICE s' Florida Ecological Services Field Office 777 37th St Suite D-101 Vero Beach,FL 32960-3559 Phone:(352)448-9151 Fax:(772)562-4288 Email Address:fw4flesregs0fws.gov In Reply Refer To: 11/25/2024 19:24:23 UTC Project Code: 2025-0024083 Project Name: Village of Tequesta Watermain Replacement Program Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project.The species list fulfills the requirements of the U.S. Fish and Wildlife Service(Service) under section 7(c)of the Endangered Species Act(Act) of 1973, as amended(16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please include your Project Code,listed at the top of this letter,in all subsequent correspondence regarding this project. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days.This verification can be completed formally or informally as desired.The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested through the IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations(50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. Project code: 2025-0024083 11/25/2024 19:24:23 UTC A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts)that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2) (c)). For projects other than major construction activities,the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines,based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/sites/default/files/documents/endangered-species-consultation- handbook.pdf Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act(ESA),there are additional responsibilities under the Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA) to protect native birds from project-related impacts.Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts see https://www.fws.gov/program/migratory-bird-permit/what- we-do. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures see https://www.fws.gov/library/collections/threats-birds. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/partner/council-conservation- migratory-birds. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of 2 of 23 Project code: 2025-0024083 11/25/2024 19:24:23 UTC this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): • Official Species List ■ USFWS National Wildlife Refuges and Fish Hatcheries ■ Bald&Golden Eagles ■ Migratory Birds ■ Marine Mammals • Coastal Barriers ■ Wetlands OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Florida Ecological Services Field Office 777 37th St Suite D-101 Vero Beach, FL 32960-3559 (352) 448-9151 3 of 23 Project code: 2025-0024083 11i25/2024 19.24:23 UTC PROJECT SUMMARY Project Code: 2025-0024083 Project Name: Village of Tequesta Watermain Replacement Program Project Type: Water Supply Pipeline- New Constr-Below Ground Project Description: Replacement of existing water main piping throughout the service area. All work will be conducted within existing road right-of-ways Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/026.99421855,-80.10842820449378,14z h.hn' rinkr So un•.l i � lot�lh��a Dc>anxon % Sk*Po A 4,f T-I r,ti --Jug11e1 J _ •n Counties: Martin and Palm Beach counties, Florida V' of 23 Project code: 2025-00240R7 11/25/2024 19 2a 23 UTC ENDANGERED SPECIES ACT SPECIES There is a total of 28 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service(NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. 5 of 23 Project code: 2025-0024083 1125,,2024 19 24 23 UT MAMMALS NAME STATUS Florida Bonneted Bat Eumops floridanus Endangered There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.p-ov/ecp/species/8630 Florida Panther Puma(=Felis)concolor coryi Endangered No critical habitat has been designated for this species. Species profile:htips:Hecos.fws.gov/ecp/species/1763 General project design guidelines: https://il2ac.ecosphere.fws.gov/project/53DD SXTHUVA4RPSOIC VMMM77FA/ documents/generated/7123.pdf Puma (=mountain Lion)Puma(=Felis)concolor(all subsp. except coryi) Similarity of Population:FL Appearance No critical habitat has been designated for this species. (Threatened) Species profile:has:Hecos.fws.gov/ems/species/6049 Southeastern Beach Mouse Peromyscus polionotus niveiventris Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.ggv/ecp/species/3951 Tricolored Bat Perimyotis sub flavus Proposed No critical habitat has been designated for this species. Endangered Species profile:htWs://ecos.fws. ov/ecp/species/10515 West Indian Manatee Trichechus manatus Threatened There is final critical habitat for this species.Your location overlaps the critical habitat. This species is also protected by the Marine Mammal Protection Act,and may have additional consultation requirements. Species profile:https://ecos.fws.gov/ecp/species/4469 General project design guidelines: https://ipac.ecosphere.fws.gov/prof ect/53DDSXTHUVA4RPSOIC V MMM77FA/ docu ments/generated/7281.pdf BIRDS NAME STATUS Crested Caracara (audubon""s) [fl Dps] Caracara plancus audubonii Threatened Population:FL DPS No critical habitat has been designated for this species. Species profile:hUs://ecos.fws.gov/ecp/species/8250 Eastern Black Rail Laterallus jamaicensis ssp.jamaicensis Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/10477 Everglade Snail Kite Rostrhamus sociabilis plumbeus Endangered There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/7713 6 of 23 Project code: 2025-0014083 11i25/202-1 19 24 23 U'C NAME STATUS Florida Scrub-jay Aphelocoma coerulescens Threatened No critical habitat has been designated for this species. Species profile:httns://ecos.fws.gov/ecp/species/6174 Piping Plover Charadrius melodus Threatened Population:[Atlantic Coast and Northern Great Plains populations]-Wherever found,except those areas where listed as endangered. There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:h_pt s:Hecos.fws.p-ov/ecp/species/6039 Red-cockaded Woodpecker Dryobates borealis Threatened No critical habitat has been designated for this species. Species profile:ht_pt s://ecos.fws.p-ov/ecp/species/7614 Wood Stork Mycteria americana Threatened Population:AL,FL,GA,MS,NC,SC No critical habitat has been designated for this species. Species profile:htlps:Hecos.fws.gov/ecp/species/8477 General project design guidelines: bMs:Hipac.ecosphere.fws.gov/proiect/53DDSXTHUVA4RPSOIC VMMM 77FA/ documents/generated/6954.pdf REPTILES NAME STATUS American Alligator Alligator mississippiensis Similarity of No critical habitat has been designated for this species. Appearance Species profile:https://ecos.fws.gov/ecp/species/776 (Threatened) American Crocodile Crocodylus acutus Threatened Population:U.S.A.(FL) There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:ht_pt s://ecos.fws.gov/ecp/species/6604 Eastern Indigo Snake Drymarchon couperi Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/646 Green Sea Turtle Chelonia mydas Threatened Population:North Atlantic DPS There is proposed critical habitat for this species.Your location overlaps the critical habitat. Species profile:ht_pt s:Hecos.fws.gov/ecp/species/6199 Hawksbill Sea Turtle Eretmochelys imbricata Endangered There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:hups:Hecos.fws.gov/ecp/species/3656 Leatherback Sea Turtle Dermochelys coriacea Endangered There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/1493 of 23 Project code: 2025-0024083 11/25/2024 19 24:23 UTC NAME STATUS Loggerhead Sea Turtle Caretta caretta Threatened Population:Northwest Atlantic Ocean DPS There is final critical habitat for this species.Your location overlaps the critical habitat. Species profile:b=s:Hecos.fws.zov/ecp/species/1110 INSECTS NAME STATUS Miami Blue Butterfly Cyclargus thomasi bethunebakeri Endangered No critical habitat has been designated for this species. Species profile:httos:Hecos.fws.gov/ecp/species/3797 Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile:hMs://ecos.fws.gov/ecp/species/9743 FLOWERING PLANTS NAME STATUS Beach Jacquemontia Jacquemontia reclinata Endangered Population: No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/1277 Florida Prairie-clover Dalea carthagenensis floridano Endangered Population: There is proposed critical habitat for this species. Species profile:hlWs:Hecos.fws.gov/ecp/species/2300 Four-petal Pawpaw Asimina tetramera Endangered Population: No critical habitat has been designated for this species. Species profile:haps://ecos.fws.gov/ecp/species/3461 Lakela's Mint Dicerandra immaculata Endangered Population: No critical habitat has been designated for this species. Species profile:b=s:Hecos.fws.gov/ecp/species/6390 Tiny Polygala Polygala smallii Endangered Population: No critical habitat has been designated for this species. Species profile:h!Ws://ecos.fws.gov/ecp/species/996 LICHENS NAME STATUS Florida Perforate Cladonia Cladonia perforata Endangered Population: No critical habitat has been designated for this species. of 23 Project code: 2025-0024083 11i25!202a 19 24.23 UTC NAME STATUS Species profile:htips://ecos.fws.gov/ecp/species/7516 CRITICAL HABITATS There are 2 critical habitats wholly or partially within your project area under this office's jurisdiction. NAME STATUS Green Sea Turtle Cheionia mydas Proposed htWs://ecos.fws.gov/ecl2/species/6199#crithab Loggerhead Sea Turtle Caretta caretta Final hMs:Hecos.fws.gov/ecp/species/1110#crithab You should contact the local field office to determine whether critical habitat for the following species should be considered: NAME STATUS West Indian Manatee Trichechus manatus Final http s://ecos.fws.gov/ecp/species/4469#crithab USFWS NATIONAL WILDLIFE REFUGE LANDS AND FISH HATCHERIES Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. The following FWS National Wildlife Refuge Lands dnd Fish Hatcheries lie fully or partially within your project area: FACILITY NAME ACRES NATHANIEL P. REED HOBE SOUND NATIONAL WILDLIFE REFUGE 1,080.714 has://www.fws.gov/our-facilities?$keywords="%5C%22NATHANIEL+P. +REED+HOBE+SOUND+NATIONAL+WILDLIFE+REFUGE%5C%22" BALD & GOLDEN EAGLES Bald and golden eagles are protected under the Bald and Golden Eagle Protection Act1 and the Migratory Bird Treaty Act2. Any person or organization who plans or conducts activities that may result in impacts to bald or golden eagles, or their habitats3, should follow appropriate regulations and consider 9 of 23 Project code. 2025-0024083 11/25/2924 1924.23 UTC implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". 1. The Bald and Golden Eagle Protection Act of 1940. 2. The Migratory Birds Treaty Act of 1918. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) There are likely bald eagles present in your project area. For additional information on bald eagles, refer to Bald Eagle Nesting and Sensitivity to Human Activity For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. htW s:Hecos.fws.gov/ecp/species/1626 PROBABILITY OF PRESENCE SUMMARY The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area.This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report"before using or attempting to interpret this report. Probability of Presence( `) Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during that week of the year. Breeding Season( ) Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire range. Survey Effort(1) Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data(—) A week is marked as having no data if there were no survey events for that week. 10of23 Project code: 2025-0024083 11i2512024 19 _A _3 probability of presence breeding season I survey effort —no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Bald Eagle Non-BCC fill 1 l l l 1 I I 1 I 1 1 I 1 1 1 1 1 1 1 1 I I I I I 1 1 1 I I l l ills 1 1 1 1 III 1 Vulnerable Additional information can be found using the following links: ■ Eagle Management https://www.fws.gov/program/eagle-management ■ Measures for avoiding and minimizing impacts to birds https://www.fws.Pov/library collections/avoiding-and-minimizing-incidental-take-migratory-birds ■ Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf ■ Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.Pov/ media/supplemental-information-mi ratory-birds-and-bald-and-golden-eagles-may-occur- project-action MIGRATORY BIRDS Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle Protection Act2. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. 11 of 23 Project code. 2025-0024033 5, =1 -9 24 23 UTC BREEDING NAME SEASON American Kestrel Falco sparverius paulus Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Aug 31 (BCRs)in the continental USA hMs:Hecos.fws.gov/ecp/species/9587 American Oystercatcher Haematopus palliatus Breeds Apr 15 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 31 and Alaska. b=s://ecos.fws.p-ov/ecp/species/8935 Bachman's Sparrow Peucaea aestivalis Breeds May 1 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 30 and Alaska. https:He c os.fws.go v/ecp/species/6177 Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hMs://ecos.fws.gov/ecp/species/1626 Black Scoter Melanitta nigra Breeds This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention elsewhere because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. http s://ecos.fws.gov/ecp/species/10413 Black Skimmer Rynchops niger Breeds May 20 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 15 and Alaska. httns://ecos.fws.gov/ecp/species/5234 Brown Pelican Pelecanus occidentalis Breeds Jan 15 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Sep 30 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/6034 Chimney Swift Chaetura pelagica Breeds Mar 15 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 25 and Alaska. bMs:Hecos.fws.gov/ecp/species/9406 Common Loon gavia immer Breeds Apr 15 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Oct 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hUs:Hecos.fws.gov/ecp/species/4464 12 of 23 Project code. 2025-0024083 11125/202-1 19.24.23 UTC BREEDING NAME SEASON Cory's Shearwater Calonectris diomedea Breeds This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere and Alaska. hMs:Hecos.fws.gov/ecp/species/10452 Double-crested Cormorant phalacrocorax auritus Breeds Apr 20 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Aug 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hups://ecos.fws.gov/ecp/species/3478 Florida Burrowing Owl Athene cunicularia floridana Breeds Mar 15 This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 31 (BCRs)in the continental USA hh s:Hecos.fwsgov/ecp/species/11977 Great Blue Heron Ardea herodias occidentalis Breeds Jan 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Dec 31 (BCRs)in the continental USA bUs://ecos.fws.gov/ecp/species/10590 Gull-billed Tern Gelochelidon nilotica Breeds May 1 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31 and Alaska. b=s://ecos.fws.gov/ecp/species/9501 King Rail Rallus elegans Breeds May 1 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 5 and Alaska. hMs://ecos.fws.p-ov/ecp/species/8936 Least Tern Sternula antillarum antillarum Breeds Apr 25 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 5 and Alaska. blWs://ecos.fws.gov/ecp/sl2ecies/11919 Lesser Yellowlegs Tringa flavipes Breeds This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere and Alaska. b=s://ecos.fws.gov/ecp/species/9679 Magnificent Frigatebird Fregata magni ficens Breeds Oct 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Apr 30 (BCRs)in the continental USA bMs:Hecos.fws.gov/ecp/sl2ecies/9588 Painted Bunting Passerina ciris Breeds Apr 25 This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 15 (BCRs)in the continental USA hos://ecos.fws.gov/ecp/species/9511 13 of 23 Project code 2025-0024083 11/25/2024 19 2a 23 UTC BREEDING NAME SEASON Pectoral Sandpiper Calidris melanotos Breeds This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere and Alaska. Lttps:Hecos.fws.gov/ecp/species/9561 Pomarine Jaeger Stercorarius pomarinus Breeds This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention elsewhere because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hMs:Hecos.fws.gov/ecp/species/10458 Prairie Warbler Setophaga discolor Breeds May 1 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31 and Alaska. hns:Hecos.fws.Qov/ecp/species/9513 Razorbill Alca torda Breeds Jun 15 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Sep 10 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. b=s://ecos.fws.gov/ecp/species/10461 Red-breasted Merganser Mergus serrator Breeds This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention elsewhere because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hMs:Hecos.fws.gov/ecp/species/10693 Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 10 and Alaska. hMs://ecos.fws.gov/ecp/species/9398 Reddish Egret Egretta ru fescens Breeds Mar 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Sep 15 and Alaska. bUs://ecos.fws.gov/ecp/species/7617 Ring-billed Gull Larus delawarensis Breeds This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention elsewhere because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hUs:Hecos.fws.gov/ecl2/species/10468 Roseate Tern Sterna dougallii Breeds May 10 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Aug 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hUs://ecos.fws.gov/ecp/species/10661 1 1 of 23 Project code: 2025-0024083 11/25/2024 19 24,23 UTC BREEDING NAME SEASON Royal Tern Thalasseus maximus Breeds Apr 15 This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention to Aug 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https:Hecos.fws.gov/ecp/species/10471 Ruddy Turnstone Arenaria interpres morinella Breeds This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere (BCRs)in the continental USA htWs:Hecos.fws.gov/ecp/species/10633 Semipalmated Sandpiper Calidris pusilla Breeds This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere (BCRs)in the continental USA hns://ecos.fws.gov/ecp/species/9603 Short-billed Dowitcher Limnodromus griseus Breeds This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere and Alaska. ht_pt s:Hecos.fws.gov/ecp/species/9480 Swallow-tailed Kite Elanoides forficatus Breeds Mar 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to ,Tun 30 and Alaska. hos:Hecos.fws.gov/ecp/species/8938 Whimbrel Numenius phaeopus hudsonicus Breeds This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere (BCRs)in the continental USA hiWs:Hecos.fws.gov/ecp/species/11991 Willet Tringa semipalmata Breeds Apr 20 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 5 and Alaska. hUs://ecos.fws.gov/ecp/species/10669 Wilson's Plover Charadrius wilsonia Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Aug 20 and Alaska. hMs://ecos.fws.gov/ecp/species/9722 Worthington's Marsh Wren Cistothorus palustris griseus Breeds Apr 10 This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 31 (BCRs)in the continental USA bttps://ecos.fws.gov/ecp/species/9560 PROBABILITY OF PRESENCE SUMMARY The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area.This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental 15 of 23 Project code 2025-00240�-,,- 11/25/2024 19.24:23 UTC Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report"before using or attempting to interpret this report. Probability of Presence ( ) Green bars; the bird's relative probability of presence in the 10km grid cell(s)your project overlaps during that week of the year. Breeding Season( ) Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire range. Survey Effort(1) Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data(—) A week is marked as having no data if there were no survey events for that week. probability of presence breeding season I survey effort —no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC American Kestrel J ( l l Jill Jill I i l i 1111 1111 1111 1111 11 1 , I I I I I I I 1 III BCC-BCR American I _ , , I iii 1111 IIII I111 IIII 1111 III ICI I Oystercatcher BCC Rangewide (CON) Bachman'sSparrow BCC Rangewide 1111 Jill 1111 1111 IIII 1111 IIII IIII IIII 1111 Jill 11ll (CON) Bald Ea NonBCCe Jill Jill Jill 1111 1111 1111 1111 1111 111 , 1111 Jill 1111 Vulnerable Black Scoter Non-BCC till I t I I I F l I 1111 1111 till { 1 1 1 1111 1 . 1 . ' 1 1 1 ' 1 1 1 1 1 1 Vulnerable Black Skimmer I { { 1 { t l l 1 II I I 1111, 1 1 1 BCC Rangewide I IIII I i I I till 1 1 + 1 1 `., 1 1 1 (CON) Brown Pelican Non-BCC Vulnerable ,f Project code: 2025-002 __ __ _`_! _ "=3 UT� Chimney Swift BCC Rangewide IIII ijjj IjlI JIIj 1111 1111 1111 1I1I llI Jill IIII Jill (CON) Common Loon Non-BCC I I � IIII IIII 1111 IIII Jill 1111 IIII IIII Vulnerable Cory's Shearwater BCC Rangewide (CON) Double-crested Cormorant Non-BCC Vulnerable Florida Burrowing Owl BCC-BCR SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Great Blue Heron I I I I Jill Jill Jill 11 1 1 1111 IIII IIII 1 1 1 , IIII IIII III I BCC-BCR Gull-billed Tern BCC Rangewide I ► ► I Jill III I Jill IIII 1111 Jill 1111 1111 Jill IIII 1111 (CON) King Rail BCC Rangewide IIII IIII IIII IIII IIII Jill II11 Jill IIII IIII IIII IIII (CON) Leas Tem BCC Rangewide IIII Dili WI 1111 Jill 1111 1111 1111 111 , ► ► II IIII J ► II BCC Rangewide (CON) Lesser Yellowlegs � � I � IIII IIII IIII IIII jijl � 1 � � I � � � � � � � IIII III ► IIII BCC Rangewide (CON) MagniFgebirdft I I I I Jill 1111 ills Jill Jill Jill IIII 111 , Jill IIII liII BCC-BCR Painted Bunting I I I I Jill Jill Jill 11 1 1 1111 Jill III ! 1 1 1 , IIII 1111 Jill BCC-BCR Pectoral Sandpiper BCC Rangewide +- f + { F i .. _ .I i i (CON) Pomarine Jaeger Non-BCC I + , + { + + + Vulnerable Prairie Warbler BCC Rangewide IIII jI � I III 1111 IIII Jill (CON) Razorbill + 1 4. { 1 1 4. - } 4 Project code: 2025-0024083 lilt~ __'2113 _i 23 UTC Non-BCC Vulnerable Red-breasted Merganser IIII I I I I III 11111 1111 1111 1111 1111 1 1 1 , 1111 1111 1111 Non-BCC Vulnerable SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Red-headed Woodpecker l I I I Jill 1111 Jill 1111 1111 1111 1 1 1 11111 Jill IIII 1111 BCC Rangewide (CON) Reddish Egret BCC Rangewide I I 1 1 1 ( III IIII 1 1 1 1 1 1 1 1 IIII 1 1 1 1 IIII 1 1 1 I I 1 1 1 1 (CON) Non-BCC Ring-billed Gull Jill Jill Jill Jill 1111 1111 1 1 1 1111 I l 1 1111 1111 1111 Vulnerable Roseate Tern Non-BCC Vulnerable Royal NonBCCn I I I I Jill 1111 Jill 1111 1111 1111 1111 1 1 1 , 1111 1 1 1 1 1 1 1 1 Vulnerable Ruddy Turnstone I I I I Jill Jill 1111 1111 1111 1111 1111 1 1 1 , 1111 1 1 1 1 1 1 1 1 BCC-BCR Semipalmated Sandpiper 11 I I Jill IIII 1111 1111 1111 1111 1111 1111 1111 1111 1111 BCC-BCR Short-billed Dowitcher IIII IIII IIII I I 1 1 IIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BCC Rangewide (CON) Swallow-tailed Kite BCC Rangewide IIII 1 1 1 1 Jill Jill 1 1 1 11111 1111 1111 1111 Jill IIII 1111 (CON) Whimbrel } + 1 1 1 1 1 1 E+ + + 1 } 1 1 1 1 1 1 + I + + I + 1 1 1 1 1 1 1 1 1 1 1 1 1 IIII 1 1 1 1 BCC-BCR CC Rangewide B II11 I111 1111 1111 1111 1111 Ill 1111 111 � IIII 1111 1111 BCC (CON) Wilson's Plover BCC Rangewide (CON) SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Worthington's orthingto°S IIII IIII T i l l IIII IIII 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I 1 1 I I I I III Marsh Wren BCC-BCR Project code: 2025-0024083 1 ii 25i202,-i 1 ! 23 UT Additional information can be found using the following links: ■ Eagle Management https://www.fws.gov/program/eagle-management ■ Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/ collections/avoiding-and-minimizing-incidental-take-migratory-birds • Nationwide conservation measures for birds https://www.fws.Pov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf ■ Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/ media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur- project-action COASTAL BARRIERS Projects within the John H. Chafee Coastal Barrier Resources System (CBRS) may be subject to the restrictions on Federal expenditures and financial assistance and the consultation requirements of the Coastal Barrier Resources Act(CBRA)(16 U.S.C. 3501 et seq.). For more information, please contact the local Ecological Services Field Office or visit the CBRA Consultations website.The CBRA website provides tools such as a flow chart to help determine whether consultation is required and a template to facilitate the consultation process. SYSTEM UNIT (SU) Most new Federal expenditures and financial assistance, including Federal flood insurance, are prohibited within System Units. Federally-funded projects within System Units require consultation with the Service. Consultation is not required for projects using private, state, or local funds. SYSTEM UNIT FLOOD INSURANCE UNIT NAME TYPE ESTABLISHMENT DATE PROHIBITION DATE FL-15 Blowing Rocks SU 11/16/1990 11/16/1990 FL-15 Blowing Rocks SU 12/21/2018 12/21/2018 MARINE MAMMALS Marine mammals are protected under the Marine Mammal Protection Act. Some are also protected under the Endangered Species Act! and the Convention on International Trade in Endangered Species of Wild Fauna and Flora. The responsibilities for the protection, conservation, and management of marine mammals are shared by the U.S. Fish and Wildlife Service [responsible for otters,walruses, polar bears, manatees, and dugongs] and NOAA Fisheries3 [responsible for seals, sea lions,whales, dolphins, and porpoises]. Marine mammals under the responsibility of NOAA Fisheries are not shown on 19 of 23 Project code: 2025-002-1083 this list; for additional information on those species please visit the Marine Mammals page of the NOAA Fisheries website. The Marine Mammal Protection Act prohibits the take of marine mammals and further coordination may be necessary for project evaluation. Please contact the U.S. Fish and Wildlife Service Field Office shown. 1. The Endangered Species Act(ESA) of 1973. 2. The Convention on International Trade in Endangered Species of Wild Fauna and Flora (CITES) is a treaty to ensure that international trade in plants and animals does not threaten their survival in the wild. 3. NOAA Fisheries, also known as the National Marine Fisheries Service(NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. NAME West Indian Manatee Trichechus manatus Species profile:hns:Hecos.fws.gov/ecp/species/4469 WETLANDS Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S.ArmCows of Engineers District. Please note that the NWI data being shown may be out of date.We are currently working to update our NWI data set.We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. FRESHWATER POND ■ PUBH ■ PUBHh ■ PAB4F • PUBHx ■ PABH RIVERINE ■ R5UBH • R2UBHx ■ R1UBV ■ R4SBC 2G of Project code: 2025-0024083 11/25/2024 19:24:23 UTC ■ R5UBFx FRESHWATER FORESTED/SHRUB WETLAND ■ PF03C ■ PFO1/4C ■ PF03/1C ■ PFO1/SS1B ■ PF01R ■ PSS1/3C ■ PF04C ■ PF01B ■ PF02F ■ PSS1C ■ PF02C ■ PFOl/SS1C ■ PFO1/SS1R ■ PF01C ■ PF02B ■ PSS3C ■ PFO1/2C ■ PFO1/3C ■ PSS1F ■ PFO1/4A ■ PSS1/4C FRESHWATER EMERGENT WETLAND ■ PEM1Fh • PEM1F ■ PEM1B ■ PEMl/SS3C ■ PEM1R ■ PEM1A ■ PEM1Cx ■ PEM1C ESTUARINE AND MARINE WETLAND ■ E2SS3N ■ E2SS3Pd ■ E2USM 21 of 23 Project code: 2025-0024083 11/25/2024 19:24:23 UTC ■ E2SS3P ESTUARINE AND MARINE DEEPWATER ■ ElABL ■ M1UBL ■ ElUBLx ■ ElUBL 22 of 23 Project code: 2025-0024083 11/25/2024 19:24:23 UTC IPAC USER CONTACT INFORMATION Agency: Tequesta village Name: Christine Miranda Address: 270 S. Central Blvd. Address Line 2: Suite 207 City: Jupiter State: FL Zip: 33458 Email christine.miranda@holtzconsulting.com Phone: 5615752005 23 of 23 Appendix D Public Hearing 35 Tequesta Legal Notice 11/25/2024 9:13 AM(EST) Submitted by Jennifer Todd Qtodd@tequesta.org) Tecluesta Legal Notice Please choose a category Meeting Notices-Tequesta Title Water Facilities Plan for the Water Main Replacement Program—Project No. 2 - Beach Road Project Phase 2-December 11, 2024 at 6:00 PM Publish Date 11/22/2024 Publish Time 4:00 PM (EST) Description Notice is hereby given that the Village of Tequesta will hold a public meeting on December 11, 2024. The meeting is at 6:00 pm at Village of Tequesta, 345 Tequesta Drive, Tequesta, FL 33469-0273 in Council Chambers to consider approval of the proposed Village of Tequesta Water Facilities Plan for the Village of Tequesta's Water Main Replacement Program—Project No. 2 - Beach Road Project Phase 2. This meeting is to discuss the Water Facilities Plan prepared for the Florida Department of Environmental Protection (FDEP)and the financial impact on the system users. The meeting is intended to allow individuals to be heard on any economic and social effects of the location, design, and environmental impact of the water system improvements. The project will be funded through a FDEP State Revolving Fund (SRF) loan program, which provides low-interest loans for FDEP-approved water system improvements. Any potential financial impacts on Tequesta's water utility users will be presented at the hearing. The FDEP Water Facilities Plan relevant to the discussion is available for public review at Village of Tequesta, 345 Tequesta Drive, Tequesta, FL.All interested persons are invited to attend and be heard. SPECIAL REQUIREMENTS: If you require special aid or services as addressed in the American Disabilities Act, please contact the Village of Tequesta at(561) 768-0421, no less than five (5) days prior to the above stated meeting date. Attach Files(Optional) 0 24.1211 Facilities Work Plan.pdf Submitted by(Email Address) jtodd@tequesta.org Page 112 Notifications Yes Signature Page 2/2 Appendix E Business Plan 36 Appendix F Sanitary Survey 37 Village of Tequesta 345 Tequesta Drive 561-768-0700 Tequesta, I'L 33469 www.tequesta.org ti b August 5, 2022 Ewa Kudela-Leczynski, Environmental Manager Water Operations Section, Division of Environmental Public Health, Florida Department of Health-Palm Beach County 800 Clematis Street,4th Floor West Palm Beach, FL 33402 Re:Tequesta Public Water System (PWS ID 4501438)Sanitary Survey Dear Ms Kudela Lexzynski, We appreciated the time Mr. Peters spent with us and have addressed the items mentioned in the Survey recommendations with the exception of the deficiencies of Well #19. As you may know, Well #19 is scheduled to undergo major rehabilitation or replacement. As soon as the final drawings are approved, the project is set to go out to bid. During construction, the existing vault will be demoed and the well head will be positioned above grade with all new materials and equipment. Please see the following photos of the items of concerned. Kindest Regards, .Nathan BWeiaf s Nathan Litteral Village of Tequesta Water Plant Superintendent 901 N. Old Dixie Hwy I Tequesta, FL 33469 Off. 561-768-0493 Email: nlitteral@teguesta.org Cell 561-262-1084 Vice-Mayor Kyle Stone Mayor Molly Young Council Member Frank D'Ambra III Council Member Laurie,Brandon Council Member Aaron Johnson Village Manager Jeremy Allen Recommendations: 1. Sand and Paint wells#8 and#19. 2. Sand and paint all rusted components. 3. All chemical tanks shall be properly labelled. Items 1 & 2; Well #8 W' S 7.1 oak 9 Item 3: pap, -a Ammonia Tank Sulfuric Tank �i �I; .flaee 179 �1791► 1 e 4� •f somu�,� . Sodium Hypo Tank 1 Sodium Hypo Tank 2 W�RNIN6 = ROXIDE I Sodium Hydroxide Tank uia+ L LARGE GROUND WATER 1 SURFACE WATER SURVEY FORM Page 1 [FORM PROTECTION ON] [FORM PROTECTION OFF] SURVEY SUMMARY SURVEY ESSENTIALS Water System Name:Teguesta wTp Date(s)Surveyed: 05/31/2022 - 06/01/2022 Survey Inspector(s): Emmanuel Peters Person(s)Contacted: Joseph O'Connor; Nathan Litteral WATER SYSTEM INFORMATION System PWS ID:4501438 System(Office)Address: 901 N. 01d Dixie Hwy; Teguesta Phone:(561) 768-0490 Cell: (561) 262-4344 Fax Number:(561)768-0711 Email:nlitteral@teguesta.org Directions to water system office or plant: N on 95, E on Indiantown, N on Old Dixie OWNER INFORMATION Owner Name: village of Tequesta Owner Title: OwnerAddress:345 Teguesta Dr. City:Teguesta State: FL Zip: 33469 Owner Phone:(561) 968-0460 call: ( )Fax Number: (561) 768-0697 Email: OPERATOR INFORMATION Operator Name: Joseph O'Connor Lead Operator Class&Certification Number:A20733 Operator Address: 901 N. aid Dixie Highway City:Teguesta State: FL Zip: 33469 Operator Phone:(561) 262-1172 Cell: (561) 262-1084 Fax Number: (561) 427-0224 Email:joconnor@tequesta.org SYSTEM CHARACTERISTICS SUMMARY Source Summary:Number of Sources:2 Treatment Summary: ®Ground Name of System(s):surficial, Floridan Number of Plants: 1 Number of Operators:7 ®Disinfection ®Aeration(degassifier)❑Coagulation ®Stabilization ®Filtration ❑Flocculation ❑Corrosion Control ®Softening ®Reverse Osmosis Service Area Characteristics Summary: ®City or Community®Residential ❑Mobile Home Park ❑ Institution ❑Medical ®School ®Wholesaler ❑Other: Number of Service Connections: 5,055 Population Served: 15,500 Permitting Activity:❑High []Medium ®Low Demand&Capacity: Maximum Daily Demand:3.86 mGD Total Design Capacity: 6.33 MGD Total Storage Capacity: 2.80 AS Average Daily Demand: 2.57 WD Stand-by Power Capacity:loop/ 1 Mega-watt Firm Capacity: 5.1 r�D Comment: SYSTEM COMPLIANCE SUMMARY Past Compliance Status Summary: Date of last inspection: 10/27/2017 Results: ®In compliance ❑Deficiencies,but not significant ❑Out of compliance Date of last sanitary survey: 08/12/2019 Results:®In compliance El Deficiencies,but not significant ❑Out of compliance Current Sanitary Survey Results: ❑In Compliance ®Deficiencies,but not significant ❑Out of compliance Comment: Form Last Updated June 27,2022 Large System Sanitary Survey Form PWS 4501438 Page 2 TREATMENT CAPACITY Treatment Capacity: 6.33 MGD Standby Power Capacity: 1001, Treatment Firm Capacity: 5.1 MGD Maximum demand under 75%of operating capacity?®Yes ❑ No If not, what is the percentage? Firm capacity exceed the avg daily demand? ®Yes ❑ No Stand-by power capacity exceeds average daily demand?®Yes ❑ No CHEMICAL FEED SYSTEMS Chemicals used?(list all or use attachment)Sodium Hypochlorite, sodium hydroxide, sulfuric acid, hydrogen peroxide, anhydrous ammonia, anti-scalant Chemicals meet the NSF Standards? ®Yes ❑No ❑Unknown Chemical storage appear to be compliant? ❑Yes ®No Facilities&chemicals properly labeled? []Yes ®'No Are all chemical feed systems tied to flow?®Yes ❑No Doses&quantities measured&recorded? ®Yes ❑No Are injection points visible?®Yes ❑No Operators trained to use safety equipment?®Yes ❑No SOP for chemical handling?®Yes ❑No Redundant equipment&spare parts kept? ®Yes ❑No Do treatment rooms have adequate room lighting?®Yes ❑No Corrosive vapors properly controlled ®Yes ❑No Safety comply with Water Treatment Plant Design,Table 15.5?®Yes ❑No Injection point proper&ensures mixing? ®Yes ❑No Treated sample tap compliant?®Yes ❑No Comment:Ammonia tank missing chemical label,Sulfuric acid tank label peeling, SOURCE-GROUNDWATER GROUNDWATER WELLS Well Name or Number 7 8 18 19 20 23 Florida Unique Well Identification AAH1136 AAH1135 AAH1137 AAH1138 AAH1139 AAH1140 Year Drilled 1980 1980 1975 1975 1975 1981 Depth Drilled 90, 70' 62' 60' 60' 60' Aquifer Name Surficial Surficial Surficial Surficial Surficial Surficial DEPTH&DMMETER OF CASING? 50' 10" 50' 10" 37' 8" 35' 8" 35' 8" 45' 10" Depth of Screen&Material Cone PVC Cone Cone Cone Cone Depth of grouting&type? Cement Cement Cement Cement Cement Cement Depth to Static Water Level? 13' 12' 10, 10, 10, 10, Is the drawdown measured? Yes Yes Yes Yes Yes Yes Is the site subject to flooding? No No No No No No Is the well belowgrade? No Yes Yes Yes Yes No Potential pollution sources near? No No No No No No Contaminated,UDI,or ASR Well? No No No No No No Is lightning protection provided? Yes Yes Yes Yes Yes Yes Is the well housed or fenced? Yes Yes Yes Yes Yes Yes i Pump Type Sub/tur Sub/tur Sub/tur Sub/tur Sub/tur Sub/tur Horsepower 40 25 10 10 10 40 Rated Pump Capacity(GPM@PSI) 625 475 230 230 230 1100 Normal Yield(GPM @ PSI) 730 365 40 40 1000 Proper raw water tap? Yes Yes Yes Yes Yes Yes Proper casing height? Yes Yes Yes Yes Yes Yes Well head properly sealed? Yes Yes Yes Yes Yes Yes Proper casing vent? Yes Yes Yes Yes Yes Yes Proper Check Valve? Yes Yes Yes Yes Yes Yes Proper Blow-Off? Yes Yes Yes Yes Yes Yes Proper Water Meter? Yes Yes Yes Yes Yes Yes Meter check for accuracy? 01/2022 01/2022 01/2022 01/2022 01/2022 01/2022 Stand-by Capacity? No Yes No No No Yes Overall Site Condition Fair Good Poor Poor Poor Good Comments:Wells#8, 18,19,20 in vaults. Form Last Updated June 27,2022 -Large S stem Sanitary Survey Form PWS 4501438 Page 3 SOURCE-GROUNDWATER GROUNDWATER WELLS Well Name or Number 24 25 26 27 R01 R02 Florida Unique Well Identification AAH1141 AAH1142 AAH1143 AAH1144 AAH1133 AAH1134 Year Drilled 1991 1994 1996 1996 1996 1999 Depth Drilled 75' 7o' 70' 70' 1700' 1700' Aquifer Name Surficial Surticiai Surticia_ Surticiai Fl F1 DEPTH&DIAMETER OF CASING? 40' 10" 50' 10" 50' 10" 50' 10" 1206' 16 1186' 16" Depth of Screen&Material PVC PVC PVC Open Open Depth of grouting&type? Cement Cement Cement Cement Cement Cement Depth to Static Water Level? 1l' 6.4' 7.2' + 20' + 20' Is the drawdown measured? Yes Yes Yes Yes Is the site subject to flooding? No No No No No No Is the well below grade? No No No No No No Potential pollution sources near? No No No No No No Contaminated,UDI,or ASR Well? No No No No No No Is lightning protection provided? Yes Yes Yes Yes Yes Yes Is the well housed or fenced? Yes Yes Yes Yes Yes Yes Pump Type Sub/tur Sub/tur Sub/tur Sub/tur Centrifugal Centrifugal Horsepower 15 15 20 20 40 40 ---- - Rated Pump Capacity(GPM@PSI) 275 205 365 365 1200 1200 Normal Yield(GPM @ PSI) 200 365 835 835 Proper raw water tap? Yes Yes Yes Yes Yes Yes Proper casing height? Yes Yes Yes Yes Yes Yes Well head properly sealed? Yes Yes No No Yes Yes Proper casing vent? Yes Yes Yes Yes Yes Yes Proper Check Valve? Yes Yes Yes Yes Yes Yes Proper Blow-Off? Yes Yes Yes Yes Yes Yes Proper Water Meter? Yes Yes Yes Yes Yes Yes Meter check for accuracy? 01/2022 01/2022 01/2022 01/2022 01/2022 01/2022 Stand-by Capacity? No No No No Yes No Overall Site Condition Good Good Good Good Good Good Form Last Updated June 27,2022 .--Large System Sanitary Survey Form PWS 4501438 Page 4 GROUNDWATER WELLS Well Name or Number R03 R04 Florida Unique Well Identification AAN2269 AA022126 Year Drilled 2005 2006 Depth Drilled 1604 1450 Aquifer Name F1 F1 DEPTH B DIAMETER OFCASING? 1163 / 16" 1310'16" Depth of Screen&Material Open open Depth of grouting&type? Cement Cement Depth to Static Water Level? + 20' 20' Is the drawdown measured? No No Is the site subject to flooding? No No Is the well below grade? No No Potential pollution sources near? No No Contaminated,UDI,or ASR Well? No No is lightning protection provided? Yes Yes Is the well housed or fenced? Fenced Fenced Pump Type Centrifugal Turbine -- Horsepower 40 40 Rated Pump Capacity(GPM@Psq 1100 1200 Normal Yield(GPM @ PSI) 1100 @ 14 1100 @ 14 Proper raw water tap? NO NO Proper casing height? Yes Yes Well head properly sealed? Yes Yes Proper casing vent? Yes Yes Proper Check Valve? Yes Yes Proper Blow-Off? Yes Yes Proper Water Meter? Yes Yes Meter check for accuracy? 01/2022 01/2022 Stand-by Capacity? No Yes Overall Site Condition Good Good GROUNDWATERQUANTITY,QUALITY, PROTECTION Total Source Capacity(TSC)exceed the Maximum Daily Demand(MDD)? ®Yes ❑ No TSC(excluding best well)exceed Average Daily Demand? ®Yes ❑ No Does the MDD exceed the Water Management Permitted Capacity? ❑Yes ® No Routinely utilized interconnections with neighboring systems? ®Yes ❑ No Are there any unused or improperly abandoned wells within the system? ❑Yes ®No Is the system using the highest quality sources known? ®Yes ❑ No Any trends toward decreasing raw water quality or a sanitary deficiency? ❑Yes ®No System have a well head protection program? ®Yes ❑ No Does the system enact a wellhead protection program(with setbacks)? ®Yes ❑ No Emergency spill response plan?®Yes ❑ No SOC waivers accurate?®Yes ❑No Comments: Form Last Updated June 27,2022 '—Large System Sanitary SurveyForm PWS 4501438 Page 5 DISINFECTION- PLANT INFORMATION Plant Name Plant Name Comment Chlorinator Type(gas,hypo,chloramination) SocIiL n Hypochlorite Condition of Chlorination Equipment coon Capacity PPD,GPD 15,700 Gal - storage 6.25` Chlorine Feed Rate PPD,GPD 1405 ppm Max Day Run Time HrIDa 24 Is chlorinator manual or flow paced? Flow (manual capacity) Loss of chlorination alarm function? No Chlorine leak detection functioning? N/A Chlorine detection equipment&alarms N/A tested? Chlorine storage isolated from other areas? Yes Compliant housing/security Yes Overall condition of facility Good Stand-by Power Capability? Yes POE Chlorine Residuall H 3.4 mg/L / 8.2 pH CHLORAMINATION Chlorine to ammonia ratio?(5:1 recommended) 4:1 Is the ammonia flow-paced? Yes Ammonia added before or after chlorine? After Frequency of free chlorine"bum"? Backflow prevention from chlorine chambers? Yes Have there been any bacteriological MCL in the last 12 months?No If yes,explain? OTHER TREATMENTS (CHECK IF APPLICABLE OR OPTIONALLY REMOVE SECTION IF NOT APPLICABLE) ®STABILIZATION Why is stabilization practiced? pH control Stability Index of effluent(Langelier)low positive Chemical(s)used NaOH Are dusty and dry chemicals,and feed equipment housed separately?[]Yes ®N/A Is proper and adequate ventilation provided?®Yes ❑No Appropriate safety equipment available&in use?®Yes ❑No Are the building as clean and as dry as possible?®Yes ❑No Comments:Suffuric Acid and Caustic Soda ®AERATION Why is aeration used?To remove H2S from RO water What type of aeration system is used?Degasifier and scrubbers What parameters are monitored to evaluate the performance of the process?Process Monitored on Scada System Is the aerator isolated from any contaminants which could be pulled from the air supply?®Yes ❑No Is screening intact?®Yes ❑ No Appropriate mesh size(#24)?®Yes ❑No Aerator adequately covered?®Yes ❑ No Chlorination after aeration?®Yes ❑ No What is the condition of the aerator,both inside and out?Good Comments:SCADA system due for upgrade within next Lear ®FILTRATION Type of filtration system is being used? ®Gravity ®Pressure ❑Constant ❑Declining rate Other: What kind of media has been installed?❑Mono ®Dual ❑Multi ❑Other: Is the filtration process performing adequately(mudballs,cracks)?®Yes❑No Is there adequate pre-treatment? ®Yes[—]No Are there rapid fluctuations in the flow through the filter?❑Yes®No Are filters ever"bumped"to extend filter runs? ❑Yes®No Is filter performance assessed?®Yes❑No Are filters&related equipment in good condition?®Yes[:]No Meters calibrated or checked for accuracy? ®Yes❑No Filter gallery piping in good condition?®Yes❑No Is it color coded? ®Yes❑No Are there any cross-connections observed?❑Yes®No Is there a floor drain to remove ail leaking water from the filter gallery floor? ❑Yes®NA What initiates a backwash? Daily (Surficial wells) Is there a backwash SOP in place?®Yes ❑ No Backwash flow rate measurable?®Yes[:]No Backup backwash system?❑Yes®No Are operating filter flow rates reduced when another filter is backwashed?❑Yes®No Can the backwash flow be varied to allow for varying conditions?®Yes❑No If so,can the operator adjust the rate of flow?®Yes[:]No Are newly backwashed filters brought back into service at low rates that are gradually increased(ramped-up)? ®Yes❑No Is re-wash(filter-to-waste)capability available? ®Yes❑No Used? ❑Yes❑No ®Rarely Is system meeting the disinfection byproduct precursor removal requirements of the Stage 2 Disinfectants/Disinfection Byproducts Rule? ®Yes❑No Was the system required to prepare a disinfection profile?❑Yes®No Is the profile available for review? ❑Yes®NA Have any individual filter excursions occurred?❑Yes®No Have operators received proper Actiflo training?❑Yes®NA "Treated water from filter plant is blended 3:2 with RO treater water. Form Last Updated June 27,2022 F Large System Sanitary Survey Form PWS 4501438 Page 6 **Backwashed filter water is being disposed in the pond located at the plant.RO concentrate(from deep wells)first diluted then sent to Lox. River per DEP permit. ®MEMBRANES What type of membrane is used?R. 0.- Koch & Torray 2 stages What is its intended purpose?Salinity, contaminant removal from Floridian well water. What type of pre-treatment is used?Sixty-nine(x3) 1-micron cartridge filters Are safeguards in place to warn operators of membrane failure?®Yes ❑No What are the fouling rate of the membranes?low What is the expected life of the membranes?6-10 years What is the percentage recovery? 7 5% What is the frequency of cleaning and disposal of cleaning fluids and brines?cleaned once since the membranes were put in service as preventative maintenance. The cleaning solution after use was neutralized to acceptable levels for the wastewater plant and sent to the sanitary sewer. "Concentrate is treated with hydrogen peroxide (50% - 1-2 ppm) and sent to the Intracoastal water. What is the condition of the plant,gauges,and appurtenances? Good What is the membrane feed pressure?250-300 psi average What is the differential pressure? to psi (for the cartridge filters) What type of membrane cleaning solution is used/is it NSF 60 approved? cleaning done by an outside contractor DISTRIBUTION MAINS,HYDRANTS,&VALVES Material:®PVC ®Ductile Iron ®Steel ❑Concrete ®Asbestos-Cement Pipe Size Max.(in) 16 Min 2 PSI Max 70 Min20 Are main breaks recorded? ®Yes ❑No Standard Operating Procedures(SOP)for main repair?®Yes ❑No Are all connections metered?®Yes ❑No Meters(installed after 2003)NSF approved?®Yes ❑No Flushing program compliant?®Yes ❑No #dead ends: 112 #flush points/hydrants 1 o 9 #fire hydrants 433 Any Auto-flush?®Yes []No Valve maintenance program compliant?®Yes❑No #of in-line valves: How often exercised?Biannually CROSS-CONNECTION CONTROL(CCC) Written CCC Program Compliant?®Yes ❑No Is the program adequately implemented?®Yes []No Annual Testing Required:®Yes ❑No Total Number of Devices: 866 Approx.#RPZ's: 166 DCVA's: 3 Dual Checks:22 Unknown type: o Approx.#of tests last year: 109 Any cross-connections observed during survey?❑Yes ®No If yes,describe: MAPS,ENGINEERING,AND PERMITTING MAPS INCLUDE: ®Lines(all) ®Valves ❑Flush/Fire Hydrants ❑Storage/Booster Pumps ®Interconnections ®Line Size ❑ Line Matedal❑ Updates ❑Air relief/Blow-off Valves ❑Complaints SOP for new line installation and clearance?®Yes ❑No Hydraulic model been performed?®Yes ❑No Approximate number of outstanding distribution permits?1 Any permits currently in use without clearance?❑Yes ®No RESIDUAL DISINFECTANT AND MONITORING Chorine Residual Max.4.0 Min 0.6 Are residuals tested in the system daily?®Yes ❑No How many sampling sites?20 FIELD TESTINGS.E. Tiffany Way (Rolling Sills) Free and/or total CI OW 3.9 mg/L total PH 8.5 pH STORAGE Tank Name or Number 1 2 3 4 5 Storage Type Ground Ground Clearwell Tank Material Concrete Concrete Concrete Capacity Gallons 750,000 2,000,000 50,000 Watertight Roof/Hatch? Yes Yes Yes Venting/Screens Proper? Yes Yes N/A Overflow Proper? Yes Yes Yes Level/PSI Indicator Functional? Yes Yes N/A On/Off PSI Yes Yes Yes Flow-through or Float? Float Float Drain&Bypass Installed? Yes Yes Compliant Security? Yes Yes Yes Overall Condition? Good Good Good Date of last annual inspection -1/24/19 -01/23/19 01/25/19 *GST Tanks missing annual inspection Year of last 5-year inspection? 1/24/19 11/23/19 01/25/19 Year of last washout 1/24/19 1/23/19 01/25/19 Storage capacity exceed 25%of the max day? ®Yes ❑No Is the interior tank coating NSF/ANSI approved? ®Yes ❑No Do any of the ground storage tanks have baffles?❑Yes ®No Any elevated storage tanks utilize altitude valves?❑Yes ®N/A Do the storage tanks have a proper turnover? ®Yes ❑No Do the storage facilities utilize low level alarms? ®Yes ❑No How are tanks levels controlled: ®Manually ❑Auto(onsite) ®Auto(SCADA) Form Last Updated June 27,2022 Lar e S stem SanitaIX Survey Form PWS 4501438 Page 7 PUMPS AND CONTROLS Pump Category HIGH SERVICE CJ�errial Chemical Type HghServioePumps Hn FM H2S An§-edam NAO WO W W H2O I H2O CL2 1 C12 04 04 04 Rim H H H H 2 !I 2 Pump Name or Model 1 2 1 3 4 5 1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Type HS HS HS HS HS HS HIS C D D D D C D ! D D P P C D Year Installed 2114 2714 2714 29 230D 2MD 216 2713 2J(Il 2ID M) 2n 2n 'XM j M) 2E) 2n 1 20 D4 D4 Year of last servicin AN AN AN AN AN AN AN 2]16 2016 2016 ! 2016 2716 2016 j 2016 2016 2016 2016 1 2016 2016 2116 Horsepower 40 40 40 40 125 125 75 3/4 V3 U3 1/3 1/3 1.5 1/3 1/3 1/3 0.5 0.5 2 1/3 PumpCa acit -MGlda 1 1 1 1 1 1 3.3 3.3 1.8 15 225 225 22.5 225 15 225 22.5 225 6 1 6 30 4 Standby Capacity? Y Y Y Y Y Y Y N Y Y Y Y N Y Y Y Y Y N Y Proper valves/gauges? S S S S S S S S S S S S S S S S S S S S Overall Condition? S S S S S S S S S S S S S S S S S S S S Housing/Security? S S S S S S S S S S S S S S S I S S S I S S Adequate access for maintenance&pump removal?®Yes ❑No Pump lubrication NSF/ANSI Approved?®Yes []No Are transmission lines visible and in good condition?®Yes ❑No Low flow or failure alarm provided?®Yes [:]No Are Protective Guards/Fire Extinguishers Provided? ®Yes ❑No Are adequate spares available? ®Yes ❑No Overall Capacity Compliant? Yes No Firm Capacity Compliant?ZYes No Standby Power Capacity Compliant?ZYes No Comment AN = As Needed. Legend: C: CENTRIFUGAL D: DIAPHAGM METERING P: POSITIVE DISPLACEMENT T: TRANSFER PUMPS PUMPS AND CONTROLS Pump Category Cherrid Chemical Type CL 2 CL2 CL2 CL2 CL2 TransferPumps Pump Name or Model 2 22 23 24 25 1 26 27 28 29 35 1 36 1 37 Type D D D D D C C C C T T T Year Installed 2n4 Z19 2n4 2114 M9 23M 20D 2J00 M Year of last servicing 2716 2016 2016 2016 2916 2916 2016 ! 2016 2016 Horsepower 15 1/3 1/3 1/13 1/3 5 5 5 5 1 7.5 1 15 15 PumpCapacity-MG/day22.5 2Z5 22.5 225 225 120 129 120 12a 750 900 900 Standby Capacity? Y Y Y Y Y Y Y Y Y Pro er valves/gauges? S S S S S S S S S Overall Condition? S S S S S S S S S Housing/Security? S S S S S S I S S S Adequate access for maintenance&pump removal?®Yes ❑No Pump lubrication NSF/ANSI Approved?®Yes ❑No Are transmission lines visible and in good condition?®Yes ❑No Low flow or failure alarm provided?®Yes ❑No Are Protective Guards/Fire Extinguishers Provided? ®Yes ❑No Are adequate spares available? ®Yes ❑No Overall Capacity Compliant?®Yes [:]No Firm Capacity Compliant?®Yes [:]No Standby Power Capacity Compliant?®Yes ❑No Comment:AN = As Needed. Legend: C: CENTRIFUGAL D: DIAPHAGM METERING P: POSITIVE DISPLACEMENT T: TRANSFER PUMPS Form Last Updated June 27,2022 .ate Large System Sanitary Survey Form PWS 4501438 Page 8 E�f3b� N N Q 4 C!T O m W W a� ss � vbCs j rww W L W W W £ qA� g 199, 3 � � ¢¢A 9 e : s¢z Q c i ¢ e¢¢ z ar _ n a T � aEEGEEoGEucduGGG9E "oEi, E Q J E E U PEj n LL t > J 9"0 9 io 9 a a o o" E E 2 E E m 9 9 a 99 a >J. J.> i> > > r > $> > > >> J. > > > > cc H f SSS _ y $S e a a y C 00070SgOU S U C9 t90C90 vp N N N(Ny��oJJ CND{{+fin� ��.yoy:4 0O�fhyl(Ny NON NNN�Yyl O p R IV R J�N N N N C N N fV 00 N:7 M1 IV N N R ? CC^'C'C'^�r' CQooiyC C� C'C_'NNNN DQ x t O tl O tl _O O O m _G m tl O m O O O m_G tl tl O tD YNRR�nf'.R�E£3RR� RRQoo�S.PRRR gg}3gg��33ogga $$csggo av e e � � o0ggo $ RRRRRRRhRRRRPRRRRRZR s � tB � s" Fsmsa _ _ el q NQ p £t z YGg� atty'JCfi��6 0 6 p A p V p $ m 9 Oyp p 9 0 0ID {9p� vp n SS S Z E� _ �fs: 3 Form Last Updated June 27.2022 F� -..-'.-Large System Sanitary Survey Form PWS 4501438 Page 9 MONITORING, - • - DATA • MONITORING PLANS AND PROGRAMS Required Monitoring Plans: ®Bacteriological ®DBP ®Pb/Cu ®CCC ®Emergency Preparedness Other: Adequate monitoring in place? ®Yes ❑No Is monitoring program adequately maintained and followed?®Yes ❑ No Proper monitoring procedures?®Yes ❑ No Results adequately recorded?®Yes ❑No Records maintained?®Yes ❑ No Samples submitted in a timely?®Yes ❑ No Compliance samples analyzed by a Certified Lab?®Yes ❑No MONITORING FACILITIES AND EQUIPMENT Testing facilities adequate? ®Yes ❑ No ❑ Not Applicable Testing equipment adequate? ®Yes ❑No Are the reagents out of date? ❑Yes ®No Proper procedures for calibrating monitoring equipment?®Yes ❑No Which parameters does the system monitor?:®Chlorine ®pH ®Fe ZP04 ®Fe ®H2S ®Other(s)Hardness (calcium, mag. , total) , alkalinity, ammonia, TDS, conductivity, turbidity, bacteriological, chlorides, color, LSI FILE REVIEW Does the system maintain adequate compliance records?®Yes ❑No System in compliance with parameters below?®Yes ❑No Compliance Schedule: The following parameters are due during the year shown. NO2/1\103:2022 Inorganic:2023 Secondary:2023VOC:2C23 THMs:2022(Q) Rads:2032 SOC:2023 Asbestos:2029 LCR 2023 SYSTEM MANAGEMENT • OPERATION ADMINISTRATION Formal Organization Chart:®Available ❑ Not available Operating authority to make decisions: ®Sufficient ❑ Insufficient Administrators familiar with the SDWA: ®Yes ❑ No Planning Process:Formal and adequate:®Yes ❑ No INFORMATION MANAGEMENT Does the utility manage adequately the following information(check if yes): ® Maintaining plans; ®Updating maps; ® Handling customer complaints; ®Collecting 0&M data; ®sops; ®Maintenance Records; ®Financial Records. Does the system track typical operating data such as unaccounted-for water?®Yes ❑ No Cost/unit of production? ®Yes ❑ No Customer Complaints? ®Yes ❑ No Are financial,operational data and maintenance records tracked via a PC? ®Yes ❑ No COMMUNICATION Communication effective between management,operations,&FDEP? ®Yes ❑ No Cooperation adequate between the system&other agencies/organizations?®Yes ❑ No Cooperation level between system and local fire department? ®Effective ❑Needs improvement. PLANNING Emergency response plan include: ®Communication Chart [—]Written Agreements ®Disaster Plan ®Standby Power Info ®Inventories Written available plans for:®Sampling&monitoring ®Materials Survey ®Water Quality Parameters ®Repair replacement&expansion Comments: PERSONNEL Proper staffing®Yes ❑No Proper qualifications®Yes ENO Proper training®Yes ❑No Comments: FACILITIES AND EQUIPMENT Preventative Maintenance Program in place?®Yes ❑No Facilities for storing parts,equipment,vehicles,traffic control devices,&supplies sufficient?®Yes ❑No Are facilities for personnel adequate? ®Yes ❑No Are system facilities adequate?®Yes ❑No Maintenance of facilities adequate? ®Yes ❑ No Equipment properly sized?®Yes ❑ No Stand-by capacity meet requirements?®Yes ❑ No Is stand-by equipment exercised at least monthly?®Yes ❑ No FINANCE Financing&budget satisfactory: ®Yes❑ No Funds allocated properly:®Yes ❑No Training funds sufficient:®Yes ❑No Is there a water conservation policy/program? ®Yes ❑ No Were any deficiencies identified or technical assistance recommended for this element?❑Yes®No Comments: MONITORING, REPORTING, DATA VERIFICATION Written available required monitoring plans?®Bacteriological ®DBP ®Pb/Cu and WQP ®Other: CCC Monitoring program maintained and followed per rule?®Yes ❑No Records retention compliant?®Yes ❑ No Is testing required monitoring equipment compliant? ®Yes ❑ No Are the reagents in date?®Yes ❑No Proper procedures for calibrating monitor equipment?❑Yes ❑ No Are records maintained per the FDEP❑Yes ❑No Parameters currently monitored:®Chlorine ®pH ®F ZP04 ®Fe ®H2S ®Turbidity ❑Other: Any monitoring&reporting,treatment techniques,or MCL problems?❑Yes ®No Violation Follow-up Date e Form Last Updated June 27,2022 Large System Sanitary Survey Form PW5 4501438 Page 10 OPERATOR STAFFING REQUIREMENTS Treatment Category/Class: 3B Lead Operator Name&Class/Cert.Number JOSEPH 01 CONNOR, A20733 Staffing Requirements: Lead B, C 16/day Total Number of Operators Staffed: 6 Staffing meet FAC 62-699®Yes ❑ No Name(s)of all other operator(s)and Class&Cert.number: JOHN ROUSE A7416, CHANCE FELL (TRAINEE), John Collings C6740, TOMMY COLDS B25344, JUAN RIVAS C27097, RAJEEV JAGNANAN C27241 Comments: TECHNICAL ASSISTANCE Technical assistance providers(tap)recommended?MYes(see enclosed tap information) MNo tap recommended at this time CPE required?❑Yes ®No Should a CTA be performed? Yes ®No Comments: SYSTEM DIAGRAM v WP.SCAL)kQ R.O. PLANT OVERVIEW 7 MAN RO •_+. wg RD• 'ITyga AIT:Yo) T:%,:2 wrxl r�73KO tEjE WRT(R .`;r 7 GPY cR�al•7 w[I:9 r hT �CVZ1G2 wIT2G0; .uT=iD 103 t 9T 9TA2i rl iRT70 •i is tan E'.=I :$GPM .'a✓J X2100 ': ''J ,T211; TO RO T!!q2 N0.1 NDR .9 RAGE *S�`.:S"�'S1r urns ^IaF P"95 RT3`0.1 •T I:XOI AMC Q.EaR*g-I. abl Dt;S ® :Ji as rlTwT!.IIT:!p TCTAI V*=Q;.t �rtms t - :;: S:DGPM n2290 .ter. F..CAJW vraru •Irr 1 rtZ3o2 :y,1 Isis YfWC�1.TF.i.aJC3.iTI�t 'y9♦J o f _F•R•we•'rM 1 _-r:Y qrs.lr a.--f-v:J _t I[l■ 11770. 40 47?0 STI BTA3l 2 K I�tT'7r.1 11 H i!l J N=-=RESS -7T24M •Y� nT Q ''E' R2Jt FIT2aT1-R1 IST STAU ViRCh � t^,l�C_ rh1"Jtt r VIA 11ZJOa �Ir2Jo! 9L:u( OG�! ::3111 .paw OStu -1 r.411 „ram DJ1Jt17 fY:.Af T•jT�A r..� ^1 24D 9T4W ( NY2ASSS LF�, Cf?K9RT R+T(To L •�_J vITR�CO►ITS. r1T20W G R.: A.^,' If I G C 0 ti O �'• ., 0.Eo^.RT JT:,?:ES CURREIff "S Ba!aL�„ a - • s a .RJF&E: rif.Lt rhrtiv MEhl AEA" PTIONAL ADD'L RO PTIONAL LOCK ADD'L RO LOCK Form Last Updated June 27,2022 Large System Sanitary Survey Form PWS 4501438 Page 11 DIM. _ ®r•: �� Q ';9q.Dw ...•fi] Fr ms ERRS - u-- hy2 Hues dl i CO wor ca SLA= +�nve, T p9J NepC, Y1;11Q1(f11,� %7 1 i YtOpS srt'�i i V 104i �e apY s+a s -- at o:. x F71035 R.a.PLAff et)i.Y -L�+a�"s�7•• i MahSER"tilLEFUI[a5� i�grp - = s's__ •• F?: !�-SEAv' '"1,5,ek r.M REPOT- M 70Q:CA_I CUMMf to •��, ,: _'S s,c,sn MADOwl P;rp•s?3 PUNpS 14EU.5 'TRE MS I Eti 9'/ -;ENO, I Q~ Form Last Updated June 27,2022 Large System Sanitary Survey Form PVVS 4501438 Page 12 SYSTEM MAP Sl U') Jy Ay C14 04 CL LO F .E 7 all �� o � 2 Form Last Updated June 27,2022 Large System Sanitary Survey Form PWS 4501438 Page 13 • KA i ly y 5: s w. Signs of corrosion on wellhead-Well#8 Signs of corrosion on wellhead-Well#19 AMMONIA, ANHYDROUS /r ! Ammonia tank missing proper labeling. Chlorine room area cluttered.Containers not labelled. Recommendation Form Last Updated June 27,2022 F n° Large System Sanitary Survey Form PWS 4501438 Page 14 .,..ems Chlorine tanks missing NFPA Diamond(Hazard)labeling(on tanks Sulfuric Acid tank Label peeling off. themselves). WAMIRG r N 3 1�oo-- C Sodium hydroxide tank missing name(with proper label)on tank itself. Form Last Updated June 27,2022 Large System Sanitary Survey Form PWS 4501438 Page 15 SUMMARY OF DEFICIENCIES AND RECOMMENDATIONS FOR TECHNICAL ASSISTANCE Deficiencies Wells: 1. Signs of corrosion on wells#8,#19—62-555.350(2)F.A.0 Plant: 1. Ammonia tank missing label—5.1.11.g"Recommended Standards for Water Works" 2. Sulfuric Acid tank label peeling off—5.1.11.g"Recommended Standards for Water Works" 3. Chlorine tanks missing NFPA Diamond(Hazard)labeling(on tanks themselves).-5.1.11.g"Recommended Standards for Water Works" 4. Sodium hydroxide tank missing name(with proper labeling)on tank itself.-5.1.11.g"Recommended Standards for Water Works" Recommendations: 1. Sand and Paint wells#8 and#19. 2. Sand and paint all rusted components. 3. All chemical tanks shall be properly labelled. REQUIRED ACTIONS A written response to this report is required within 45 days of its receipt. Inspector Signature:Emmanuel Peters Date: June 27, 2022 Reviewer Signature:Ewa Kudela-Leczynski �cr.�K�L a�� Date: June 27,2022 Form Last Updated June 27,2022 f1 A RESOLUTION DATE 26-24 12/13/24 MOTION Council Member Jayson E. French SECOND Vice-Mayor Rick Sartory FOR AGAINST ABSENT CONFLICT Mayor Molly Young Vice-Mayor Rick Sartory Council Member Laurie Brandon 0 Council Member Patrick Painter V Council Member Jayson E. French 0 The Mayor thereupon declared the Resolution duly passed and adopted. MAYOR OF TEQUESTA: ............ „O.FT� Molly Young QG INcoRPol,,4.r ATTEST: F4, oOP````.Lori McWilliams, MMC Village Clerk