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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3-5 <br /> <br />projected Water Demands <br /> <br />The raw water supply required for the Cortez Water Treatment <br />plant is based on the assumed flow and population criteria discussed <br />above. The projected raw water demands are shown on E'igure 3-4 <br />and given in Table 3-8. This figure includes an additional 15 <br />percent demand for Towaoc, based on water consumption projections by <br />the Ute Hountain ute Tribe. <br /> <br />Based on a 3 percent _growth rate, the projected maximum day raw <br />water supply required at the end of the 50-year planning period for <br />Cortez and Towaoc is approximately 27.8 million gallons per day. <br />Additionally, we have generated a curve based on a 2 percent <br />population growth. This curve shows the lower end of the water <br />demand range based on population. <br /> <br />BROWN AND CALDWELL C <br /> <br />CONSULTING ENGINEERS <br />