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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />ESTIMATED CAPITAL AND OPERATION/MAINTENANCE COSTS <br />ALTERNATIVE 3 - EAST BRANCH AND ADOBE RESERVOIRS <br />Costs in 1990 Dollars <br />CAPITAL COSTS <br />------------- <br />East Branch Creek Dam $14,000,000 <br />Adobe Creek Dam 12,000,000 <br />Diversion Structure, Pumping Station, 93.3 cfs 3,280,000 <br />Pipelines 540, 26,500 l.f. 1$137/1.f. 3,630,000 <br />48", 7500 t.f. 8 102/l.f. 760,000 <br />4211, 18,700 t.f. 2 BB/l.f. 1,650,000 <br />36", 18,200 l.f. 2 75/l.f. 1,370,000 <br />Highway Crossings, Railroad Crossings, <br />Irrigation Canal Crossings 360,000 <br />Access Roads 150,000 <br />Release to Canal Structures 400,000 <br />--------- <br />---- <br /> - <br />- <br />$37,600,000 <br />30% Engineering, Legal, and Construction <br />Contingency Factor 11,280,000 <br />$48,880,000 <br />OPERATION i MAINTENANCE COSTS <br />------------------------------- <br />Power Costs - Evaporation Makeup each year and refill reservoir <br />once every 4 years. <br />Evaporation Makeup 2,631,430 kwh <br />Refill Reservoir 18,255,560kwh/4yr = 4,563,890 kwh <br />------------ <br />7,195,320 kwh 2SO.08 <br />Maintenance <br />AVERAGE ANNUAL 0/M <br />$575,630 <br />190,000 <br />--------------- <br />5765,630