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<br />~ <br />.------ ---- <br /> <br />-- ~ - - ~-~ - - <br />~ ' <br /> <br />'" <br /> <br />. ~, <br /> <br />- <br /> <br />IIf <br /> <br />.. <br /> <br />~ <br /> <br />-29- <br /> <br />2. <br /> <br />For a Saddle Mountain Pump Station requirement <br />,J <br />of 130 cfs, which would be the demand assuming <br />each pump station site diverted 65 cfs, the Hinman <br />Park Reservoir will deliver reliable year-round <br />augmentation water, when needed, provided the <br />Juniper Project is developed to a capacity of <br />200,000 acre-feet or less. At this capacity, how- <br />ever, the Hinman Park Reservoir will fall to the <br />dead storage level of 5,000 acre-feet in approximately <br />..one~mOAth,-out-of.:.;ev:er~y-sicx-yea,rs~I-t'-'-'i:s-a.n:1:'i'C~iPd t:ec <br />that the length of time during which augmentation <br />water would not be available would not exceed one <br />month. <br /> <br />3. Assuming a return flow of 95% from the Juniper <br />Power Plant and 50% from lands irrigated by the <br />Deadman Bench Canal, the requirements of the Upper <br />Colorado River Compact will be satisfied in all <br />years and will not place river calls to the detr~- <br />ment of Public Service Company. <br /> <br />.;. <br /> <br />146B, <br /> <br />Leonard Rice Consulting Water Engineer~ Inc, <br /> <br />- <br />, <br /> <br />-~ <br />