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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />I <br /> <br />Once metering and accurate records are available for determining the <br />consumptive use within the Town, these design figures should be reevaluated <br />and considered further, particularly as they apply to the storage <br />requirements, source of supply, and water treatment facilities. <br /> <br />The water requirements discussed by the previous paragraphs are the <br />consumptive uses for treated domestic water. In order to determine <br />total well water requirements, consideration must be given to many <br />items such as the losses which may occur from the source of supply, <br />the treatment facility metering losses, and system losses. Because <br />Keenesburg presently uses deep wells, the amount of raw water require- <br />ments is very similar to that of the treated water distributed to the <br />customer. However, consideration must yet be given to the change in <br />overall usage requirements on a year to year basis and the total <br />quantities required from source of supply during years of heavy demands. <br /> <br />The following Table IV-l shows the treated water requirements. <br /> <br /> <br /> TABLE IV - 1 <br /> *1 POPULATION MAXIMUM <br />YEAR AVG. DAY DEMAND MAXIMUM DAY DEMAND HOUR DEMAND <br /> *2GPCO*3MGO *4GPM GPCD MGD GPM GPeD GPM <br />1980 650 150 0.098 67.7 375 0.244 169.3 656.3 296.2 <br />1990 900 160 . 0.144 100.0 400 0.360 250.0 700.0 437.5 <br />4000 1150 170 0.196 135.8 425 0.489 339.4 743.8 . 594.0 <br />*1 Lower level projection from Figure III-l. <br />*2 GPCD - Gallons Per Capita Per Day <br />*3 MGD - Million Gallons Per Day <br />*4 GPM - Gallons Per Minute <br /> <br />. IV - 3 <br />