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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 />I <br />I <br />I <br />I <br /> <br />IV. WATER <br /> <br />WATER REQUIREMENTS <br /> <br />The municipal water supply estimated to be required by the South <br />Rifle Division through year 2025 when the area is expected to sub- <br />stantially reach its ultimate population is given in Table IV-2, <br />The total annual water supply requirement shown in Table IV-2 con- <br />sists of a residential component and a component for serving the <br />expected commercial and light industrial developments, <br /> <br />The residential portion of the demand is the product of the projected <br />South Rifle Division population shown on Figure IV-l and an average <br />annual demand varying from 125 to 135 gallons per person per day <br />(gpcd). These adopted residential consumption rates are a composite <br />of the following uses: <br /> <br />TABLE IV-l <br /> <br />RESIDENTIAL PER CAPITA CONSUMPTION RATES-GPCD <br />(Average Day) <br /> <br />Type of Use First Stage (1990) Ultimate (2025) <br />Domestic (in-house) 75 75 <br />Lawn & Garden Irrigation 29 29 <br />Public & Common Uses 4 8 <br />System Operation & Losses 17 23 <br />Totals 125 135 <br /> <br />The commercial and light industrial component for the first stage <br />water system was based on the requirements given in the p, U. D, <br />report for the Southside Center. Between 1990 and 2025 it was <br /> <br />IV-l <br />