REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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Wellington Council Meeting April 10, 2012 Page 280 of 384 INFRASTRUCTURE ELEMENT c. Intergovernmental Cooperation The Village Wellington has added a policy to the Intergovernmental Element of its Comprehensive Plan to ensure the sharing and updating of information to meet ongoing water supply needs. The Village Wellington shall continue to coordinate with Palm Beach County, Village of Royal Palm Beach and SFWMD to update the Work Plan as will be periodically necessary. Population projections, potential annexations and other related data shall be submitted to local governments within the Village’s Wellington’s Utility Service area for review. Additional analysis detailing intergovernmental cooperation is located in Section 3.6. 3.3 Water Supply Provided by Local Government a. Water Treatment Plants The Village’s Wellington owns and operates one water treatment plant. The Water Treatment Facility is located at 1100 Wellington Trace in the Village of Wellington, Florida. The facilities are relatively new and are in good condition. There are two treatment processes employed at the facility: (1) A 6.3 MGD reverse osmosis (R/O) plant with 9 wells, 7 @ 830 GPM and 2 @ 415 GPM feeding the plant. (2) A 4.7 MGD lime softening plant with 9 wells, 7 @ 750 GPM and 2 @ 1500 GPM. The R/O facilities are easily expandable to 9.9 MGD, in 1.8 MGD increments, simply by adding additional treatment trains. The R/O plant receives well water through a common header and delivers it to 6 treatment trains: 5 @ 900,000 GPD and 1 @ 1.8 million GPD. All trains have a high pressure pump used to increase the feed pressure as required. The product water (treated water) is delivered to degasifiers to remove the hydrogen sulfide before discharging into Storage Reservoirs #3 and #4. The lime plant receives water through a cascade aerator atop the softening unit for removal of hydrogen sulfide and carbon dioxide. Lime is added to reduce the hardness, color and alkalinity. Polymer is added to enhance the process. The water flows through 5 rapid sand filters and into a clear well, it is then pumped into storage reservoirs #3 and #4 before being blended with the R/O product water. Treated water is stored on site in 4 above-ground storage reservoirs, 1 @ 250,000, 2 @ 1.0 MG and 1 @ 2 MG. Wellington Comprehensive Plan – Infrastructure Element Update 2011 INF-21
Wellington Council Meeting April 10, 2012 Page 281 of 384 INFRASTRUCTURE ELEMENT Twelve (12) high service pumps with a “firm” rated capacity of 22.7 million gallons per day (MGD) are used to pump water into the distribution system. A summary of the pumps is provided in Table 2. HSP Design Output (GPM) Wellington Comprehensive Plan – Infrastructure Element Update 2011 Table 2: Existing High Service Pumping Facilities HP Aux Power INF-22 Plant Operating Head 1 600 50 Yes 65 psi 2 440 40 Yes 65 psi 3 600 50 Yes 65 psi 4 200 25 Yes 65 psi 5 600 50 Yes 65 psi 6 600 50 Yes 65 psi 7 2800 125 Yes 65 psi 8 2800 125 Yes 65 psi 9 2800 125 Yes 65 psi 10 2800 125 Yes 65 psi 11 1500 100 Yes 65 psi 12 1500 100 Yes 65 psi 13 1500 100 Yes 65 psi Source: Village of Wellington Utility Department b. Water Quality The Village's Wellington’s potable water quality complies with the standards for all currently regulated inorganic and organic contaminants and is of good quality (this is further detailed in Section 4.1.b of the Work Plan). The finished water quality produced by the facility meets all State and Federal regulations related to the production of safe drinking water. c. Distribution System The distribution and storage system consists of water distribution and transmission piping (PVC, Ductile Iron, HDPE). All service connections are metered. The distribution and storage facilities are in good condition. The distribution system is illustrated on the Water Line Distribution System (Map 2).
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REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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