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ESTIMATED CAPITAL AND OPERATION/MAINTENANCE COSTS
<br />ALTERNATIVE 4 - COMBINED PUMPING AND
<br />DIRECT FLOW TO CANALS (INCLUDES
<br />EAST BRANCH AND ADOBE RESERVOIRS)
<br />Costs in 1990 Dollars
<br />CAPITAL COSTS
<br />-------------
<br />East Branch Creek Data
<br />Adobe Creek Dam
<br />Diversion Structure, Pumping Station,
<br />Pipelines 60", 26,500 l.f, 2S150/l.f.
<br />54", 3,000 l.f. 2 137/l.f.
<br />42", 23,000 l.f. N 88/l.f.
<br />36", 18,000 l.f. a 75/l.f.
<br />Highway Crossings, Railroad Crossings,
<br />Irrigation Canal Crossings
<br />Access Roads
<br />Release to Canal Structures
<br />30% Engineering, Legal, and Construction
<br />Contingency Factor
<br />125 cfs
<br />$14,000,000
<br />12,000,000
<br />3,450,000
<br />3,975,000
<br />411,000
<br />2,024,000
<br />1,350,000
<br />360,000
<br />150,000
<br />400,000
<br />---------------
<br />-38,120,000
<br />11,436,000
<br />---------------
<br />$49,556,000
<br />OPERATION 8 MAINTENANCE COSTS
<br />-------------------------------
<br />Power Costs - Evaporation makeup each year, and supply to Canals
<br />once every 4 years for period of 60 days including refill of reservoirs.
<br />Evaporation Makeup 2,450,600 kwh
<br />Refill Reservoir 10,210,880kwh/4yr = 2,552,700 kwh
<br />Direct Pump to Canal 8,117,2BOkwh/4yr = 2,029,320 kwh
<br />7,032,620 kwh 1$0.08 $562,610
<br />Maintenance 125,000
<br />---------------
<br />AVERAGE ANNUAL 0/M $687,610
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