Laserfiche WebLink
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 />1 <br />1 <br />ESTIMATED CAPITAL AND OPERATION/RAINTENANCE COSTS <br />ALTERNATIVE 2 - ADOBE CREEK RESERVOIR <br />Costs in 1990 Dollars <br />CAPITAL COSTS <br />Adobe Creek Dam $12,000,000 <br />Diversion Structure. Pumping Station, 35.7 cfs 1,070,000 <br />Pipelines, 48", 7500 l.f.W0211.f. 770,000 <br />36", 44700 l.f.2 75/l.f. 3,350,000 <br />Highway Crossings, Railroad Crossings, <br />Irrigation Canal Crossings 290,000 <br />Access Road 120,000 <br />Release to Canal Structures 150,000 <br />--------------- <br />-17,750,000 <br />30% Engineering, Legal, and Construction <br />Contingency Factor 5,325,000 <br />--------------- <br />$23,080,000 <br />OPERATION & MAINTENANCE COSTS <br />------------------------------- <br />Power Costs - Evaporation Makeup each year and refill reservoir <br />once every 4 years. <br />Evaporation Makeup 1,069,610 kwh <br />Refill Reservoir 7,100,020 kwh/4yr 1,775,000 kwh <br />------------ <br />2,844,610 kwh 2$0.08 <br />Maintenance <br />AVERAGE ANNUAL 0/M <br />Land Requirement <br />Reservoir 385 Acres <br />Pipeline Route 10.4 Acres <br />5227,570 <br />90=000 <br />--------------- <br />S317,570