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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 />TABLE 1 - OAK CREEK WATER SUPPLY ANALYSIS <br />WITHOUT TROUT CREEK DIRECT FLOW RIGHTS <br /> <br />Sheet 1 of 1 <br /> <br />Million Gallons/Year <br /> <br />Annual demand treated water(l) <br /> <br />Yield from Oak Creek right(2) <br />(5% losses) <br /> <br />Yield from Sheriff Reservoir(3) <br />(total 25% losse-s) <br /> <br />149 <br />112 <br /> <br />223 <br /> <br />Surplus <br /> <br />+186 <br /> <br />Notes: <br /> <br />(1) Based on current consumption of 430 gcpd and a population <br />of 950. <br /> <br />(2) Assuming continuous diversion of full direct flow right <br />of 0.5 cfs. <br /> <br />(3) Assuming 684 ac-ft/yr yield to Town's system. Twenty-five <br />percent losses include 20 percent loss between reservoir and <br />diversion to Oak Creek and 5 percent loss between diversion <br />and water treatment plant. <br /> <br />Geotechn i ca 1 Engi neers I nc. <br /> <br />Project 86158 <br />November 26, 1986 <br />