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Last modified
8/11/2009 11:32:57 AM
Creation date
8/10/2009 4:12:37 PM
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UCREFRP
UCREFRP Catalog Number
7865
Author
Wright Water Engineers, I.
Title
Estimated Costs for East Branch Creek and Adobe Creek Reservoir Systems and Colorado River Pumping Facilities.
USFW Year
1990.
USFW - Doc Type
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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 />ESTIMATED CAPITAL AND OPERATION/MAINTEMANCE COSTS <br />ALTERNATIVE 5 - DIRECT PUMPING TO CANALS <br />FROM MACK POINT OF DIVERSION <br />Costs in 1990 Dollars <br />CAPITAL COSTS <br />------------- <br />Diversion Structure, Pumping Station, <br />Pipelines 90", 26,500 l.f. 25225/l.f. <br />84", 18,000 l.f. a 210/1.f. <br />Highway Crossings, Railroad Crossings, <br />Irrigation Canal Crossings <br />Release to Canal Structures <br />30% Engineering, Legal, and Construction <br />Contingency Factor <br />OPERATION 8 MAINTENANCE COSTS <br />------------------------------- <br />310 cfs <br />$6,657,000 <br />5,963,000 <br />3,780,000 <br />500,000 <br />400,000 <br />--------------- <br />-17,300,000 <br />5,190,000 <br />--------------- <br />$22,490,000 <br />Power Cost - Pump directly to Canals once every 4 years for 60 days. <br />17,916,480 kwh/4yr (250.08) 358,330 <br />Maintenance 90,000 <br />--------------- <br />AVERAGE ANNUAL 0/M $448,330
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