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fire flow required in the City during a peak water use day. The third highest required fire flow as <br />identified by the ISO batch report is 3,500 gpm. When sufficient standby power is available, an <br />alternative method frequently used is to determine the equalization storage volume needed to meet a <br />peak day event and add to that the required fire reserve. <br />FUTURE WATER SYSTEM DESIGN CRITERIA: <br />The system is designed for an average demand of 95 gpd (gallons per day) per capita with a peak day <br />flow capacity of 2.6 times average day capacity. The western part of the City is designed to handle a <br />3,000 gallons per minute (gpm) fire during a peak month and the eastern part of the City is designed to <br />handle a 4,000 gpm fire during a peak month. Well capacities, storage capacities, treatment plant <br />capacities, and distribution main capacities are all sized based on the ultimate population of 53,000 and <br />the proposed land use plan. Table 8 -7 summarizes projected employment and population at full build out <br />used to locate and size the proposed trunk water system. Table 8 -8 is used as the Criteria for Analysis <br />and Design. Figure 8 -3 below shows the existing water system with the Full Build Out Land Use Map. <br />8 -11 <br />• <br />• <br />