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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 />II <br />I <br /> <br />Treated Water Production: <br /> <br /> <br />The required future treatment plant -capacities to supply the district with an <br /> <br /> <br />adequate amount of drinking water are summarized in Table 4-7. Two separate <br /> <br /> <br />design figures are listed: 1) "Realistic Design", peak consumptive use based on <br /> <br /> <br />an average daily demand of 275 gpcd and peaking factor" 2.2; 2) "Recommended" <br /> <br /> <br />peak consumptive use based on an average daily demand of 220 gpcd and peaking <br /> <br /> <br />factor" 2.25. The second of these'conforms to the recommendations of the <br /> <br /> <br />Colorado Water Conservation Board which wishes to reduce water consumption to <br /> <br /> <br />a lower level than is already common in. the study area. The "Recommended" design <br /> <br /> <br />figures are not used for cost evaluations in this report. <br /> <br />In the next chapter, the physical plans proposed to meet these future needs will <br />be discussed. <br /> <br />-28- <br />