REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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Wellington Council Meeting April 10, 2012 Page 286 of 384 INFRASTRUCTURE ELEMENT 3.5 Population and Potable Water Demand Projections by Each Local Government or Utility a. Water Supply Concurrency In order to ensure that water is available at time of development, a concurrency management procedure has been implemented. This procedure includes the participation of a representative from the Village's Wellington’s Utility Department in the Development Review Committee (DRC) which reviews all new or expanded construction. This representative addresses availability of potable and reclaimed water to new development, thus ensuring that the approval of development orders is coordinated with the availability of a water supply. The Village’s Wellington’s current treated water Level of Service (LOS) standard is 120 Gallons Per Capita per Day (GPCD). This LOS represents the average per capita per daily use for the five (5) year period prior to 2007, as required by the SFWMD consumptive use permitting process. The demand per capita for raw water is calculated by taking the volume of treated water pumped and dividing it by the Village's Wellington’s served population. The Village Wellington projects that the per capita treated water consumption will remain at this level over the planning period. b. Future Demand Capacity for Service Area The ability of the Village’s Wellington’s system to meet the consumptive demand of the service area largely is controlled by the Village’s Wellington’s ability to comply with new withdrawal limitations and regulatory requirements imposed by the South Florida Water Management District (SFWMD) and available funding to employ new and more expensive technologies needed to treat lower quality source water. Based upon demand projections, preliminary groundwater studies for the existing surficial aquifer system, future use of the Floridan aquifer for additional water and conservation, the Village Wellington is projected have the volume of raw water needed to meet future demands during the planning period. Future water demand was forecast based on Village Wellington population projections through 2020. The Village Wellington has the capacity to meet all potable water demands, including all residential and commercial uses within the Village Wellington service area through the projected planning period. Predominant existing commercial uses, total of 652 accounts, include retail, service, warehousing and light industrial in which water demand is relatively low. Future commercial development is expected to be similar to existing uses and is accounted for in the Village’s Wellington’s water facility planning. Further, future commercial development will be limited by the shortage of available, developable land: infill redevelopment of existing commercial areas will likely account for most future commercial development. Tables 5, 6, 7 and 8 provide the served population figures for Village's Wellington’s Utility Department. Population figures are based upon approved EAR (2007) figures adjusted to account for populations served inside and outside Village Wellington Wellington Comprehensive Plan – Infrastructure Element Update 2011 INF-27
Wellington Council Meeting April 10, 2012 Page 287 of 384 INFRASTRUCTURE ELEMENT corporate limits. Exhibit “A” contains an overall table of population date and provides the sources for the data included. Population Served Average Daily Flow Wellington Comprehensive Plan – Infrastructure Element Update 2011 Table 5: Projected Treated Water Demands - MGD (Entire Village Wellington Water Service Area) 2007 2012 2017 2020 55,125 59,194 60,646 61,512 6.61 7.10 7.28 7.38 Max. Day 10.58 11.36 11.65 11.81 Peak Hour 21.28 22.86 23.44 23.76 Source: See Exhibit “A” Table 6: Projected Treated Water Demands - MGD (Area within Village of Royal Palm Beach AND Within Village Wellington Water Service Area) Population Served Average Daily Flow 2007 2012 2017 2020 2,670 2,900 3,275 3,500 0.32 0.35 0.39 0.42 Max. Day 0.51 0.56 0.62 0.67 Peak Hour 1.03 1.13 1.26 1.35 Source: See Exhibit “A” INF-28
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REGULAR MEETING OF THE WELLINGTON VILLAGE COUNCIL

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