REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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Wellington Council Meeting April 10, 2012 Page 284 of 384 INFRASTRUCTURE ELEMENT type of development allowed in the vicinity of a wellhead and requiring a protection zone around each wellhead (Map 3). Map 3: Village of Wellington Wellfield Protection Zones of Influence Additionally, land use surrounding a water supply site is a major consideration in the selection and protection of well sites to avoid contamination. The Village’s Wellington’s Land Development Regulations (LDR) restricts the uses permitted within the “zone of influence”. As part of the Village's Wellington’s Wellhead Protection plan, The Village Wellington consistently works to identify all potential sources of contamination for existing wells. The direction of groundwater flow is to the southeast. Wellington Comprehensive Plan – Infrastructure Element Update 2011 INF-25 N
Wellington Council Meeting April 10, 2012 Page 285 of 384 INFRASTRUCTURE ELEMENT e. Potable Water Storage & Repump Facilities The Village Wellington has 2 ground storage tank/repump facilities in the distribution system and a third storage facility is planned to be constructed during the 10 year period of the Work Plan. The capacity of each storage tank and assorted pumps is identified in Table 4. Wellington Comprehensive Plan – Infrastructure Element Update 2011 Table 4: Potable Water Storage Facilities Location Capacity (gallons) Pump Capacity #1 Booster Station at Osley Farm Road 2.0 mg 2 pumps @ 3100 gpm each, VFD (4.4 MGD “Firm” Pumping Capacity) #2 Booster Station at Lake Worth Road 2.0 mg 2 pumps @ 2000 gpm, VFD 1 pump @ 1000 gpm, VFD (4.3 MGD “Firm” Pumping Capacity) Source: Village of Wellington Utility Department f. Consumptive Use Permit Withdrawal of water from the Turnpike Aquifer and ground water is regulated by the SFWMD, by the issuance of a Consumptive Use Permit (CUP). The Village Wellington submitted its CUP application to SFWMD in April of 2007 for renewal of its CUP (Permit # 50-00464-W). SFWMD review and approval of the permit application is ongoing. By SFWMD policy, operation under the existing CUP is permitted until a new CUP is approved. 3.4 Potable Water Level of Service Standard Population and corresponding per capita water demand are the most important factors in determining the need for additional supply and treatment facilities. The Village Wellington has a current treatment capacity of 11 million gallons per day (MGD), 8 millions gallons of storage capacity and approximately 30 MGD of “firm” pumping capacity for peak hourly flows. The current treatment capacity is sufficient to meet the maximum daily demand, as required by FAC. Additionally, current storage volumes are adequate to meet peak hourly demands in accordance with the regulations. The Village Wellington will maintain this level of service as it approaches “built out” conditions by expanding its treatment and storage capacity and using alternative water supplies (Floridan wells) as needed. As the Village Wellington nears “build-out” condition the population growth rate is expected to gradually decrease with an estimated total served population of 61,512 people in 2020. This figure is based upon the Evaluation and Appraisal Report (EAR) population projections adjusted for population served outside VOW Wellington municipal boundaries and populations within VOW Wellington municipal boundaries served by other utilities. INF-26
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REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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