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<br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The proposed location of the treated water storage tank is on a <br />ridge from Grass Mesa in the NE~ NE~ of Section 22 just above the <br />road up Ramsey Gulch. The base of the tank would be at elevation <br />5504 feet. This elevation is sufficient to provide for distribution <br />of water by gravity throughout the South Rifle Division area which <br />would be divided into two service zones as indicated on the Project <br />Map, The upper. service zone would consist of that portion of the <br />South Rifle Division area lying between elevations 5330 and 5400 <br />with the portion of the South Rifle Division area lying below elevation <br />5330 being in the lower service zone, Static pressures in the upper <br />service zone would vary from 45 psi to 75 psi and in the lower service <br />zone from 45 psi to 71 psi. A pressure reducing valve (PRV) would be <br />installed in the connecting tap for the Southside Center and for <br />other taps to the trunk supply pipeline in the lower service zone. <br /> <br />DESIGN <br /> <br />The first stage water system proposed for the South Rifle Division was <br />sized to supply the estimated residential population of 1,450 persons <br />projected for this area by 1990 plus the water requirements estimated <br />for the Southside Center, After 1990 it is anticipated that the <br />water supply for the area will be provided from the West Divide Project. <br />The residential water requirements were determined on the basis of an <br />average per capita consumption of 125 gpd for the first stage system <br />(1990) demand and at increasing per capita rates up to 135 gpcd by the <br />year 2025. These consumption rates recognize a lower demand in the <br />early years of development for fire fighting and other public uses and <br />system operating uses as shown in Table IV-2. <br /> <br />V-3 <br />