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t <br />1 <br /> <br />1 <br />1 <br /> <br />1 <br /> <br />1 <br /> <br /> <br />Mr. Ed Rosar <br />March 21, 1990 <br />Page 5 <br />water to the canals once every four years for a period of two months. The estimated capital <br />costs and annual operation and maintenance costs are given in Appendix A. A summary <br />of the costs for the alternatives is given below in Table 3. <br />Table 3 <br />Summary of Costs for Systems to Provide Exchange <br />Water to Grand Valley and Government Highline Canals <br />(Costs Given in 1990 Dollars) <br />Annual <br />Storage Operation, <br />Capacity Capital Maintenance, <br />Alternative Acre-Feet Costs and Pumpin¢ <br />1. East Branch Creek Reservoir <br />System 13,700 $26,450,000 $403,050 <br />2. Adobe Creek Reservoir System 8,500 $23,080,000 $317,570 <br />3. East Branch Creek and Adobe <br />Creek Reservoir Systems 22,200 $48,880,000 $765,630 <br />4. Combined Direct Pumping to <br />Canals and Releases from <br />Adobe Creek and East <br />Branch Reservoir 22,200 $49,556,000 $687,610 <br />5. Direct Pumping to Canals <br />from Mack Point of <br />Diversion (no <br />reservoirs) -- $22,490,000 $448,330 <br />6. Direct Pumping to Canals <br />from location 4 miles <br />upstream of Mack <br />(no reservoirs) -- $20,354,000 $432,050 <br />7. Combined Direct Pumping to <br />Canals (310 cfs) and <br />Releases from Adobe Creek <br />and East Branch Reservoir 22,200 $59,050,000 $1,032,800 <br />1