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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 />8) The Union Park Reservoir capacity of 900,000 acre-feet has <br />adequate capacity to contain the diverted flow from ~illow Creek and <br />from Taylor Park Reservoi r and del i ver the same flow to the East <br />Slope in a regulated manner each and every year of the study period, <br />i.e., firm yield. The Union Park reservoir operation included an <br />allowance for evaporation losses. <br /> <br />9) The pumping time from the Taylor Park Reservoir to the Union Park <br />Reservoir was assumed to be a maximum of 12 hours per day, when <br />water is available to pump. <br /> <br />10) The monthly del Ivery to the East Slope was based on a typical <br />monthly municipal demand schedule as described in the Denver <br />Systemwide Envi ronmental Impact Statement. <br /> <br />Approach 2 / Scenario la <br />Includes all of the assumptions described for Scenario I except <br />Assumption No. 10 is changed to reflect 18 hours of operation of .the <br />pump. <br /> <br />Approach 2 / Scenario lb <br />I ncl udes all of the assumpti ons described for Scenari 0 1 except <br />Assumption No. 10 is changed to reflect 24 hours of operation of the <br />pump. <br /> <br />-34- <br />