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r i <br />Year Year <br />Item 1990 2014 <br />Recreation/Dead Pool 2100 AF 1500 AF <br />Sedimentation 2046 AF 8440 AF <br />Rangely 1735 AF 1735 AF <br />' Other Water Sales 21 ,520 AF 15,725 AF <br />2.3.4 ~~A~.~.e_~Li_~ ~en~~tL2~~~~Lt.L~ <br />2.3.4.1 A 2,000 kw (7,200 MJ) power plant would generate roughly 12.5 <br />million kwh (45 million MJ) on an average annual basis if the water <br />surface was maintained at 5,335 feet (1750m). The cost per kwh would <br />range between 20 and 22 mi L ls. <br />2.3.5 Acogss Roads <br />2.3.5.1 The access roads required for Alternative B would be the same <br />as Alternative A except 5.800 lineal fast (1,763m] of Colorado Highway <br />64 would have to be relocated instead of 3,500 lineal feet (1067mI. <br />2.3.6 A,eP L i c~,n is ~,Qp,o s~~i i t igg_ti Q~Mge sees <br />2.3.6.1 Revegetation - the applicant proposes to revegetate all <br />borrow areas above the high water line after construction. <br />2.3.6.2 Fishery Facilities - The outlet works concept is the same as <br />Alternative A, thus no problem with fish being drawn through the <br />trash racks is foreseen. <br />2.3.6.3 Additional Mitigation Measures - Additional discussion on <br />mitigation measures may be found in Chapter 5. <br />2.3.7 Comoa rati y,e Cgst <br />2.3.7.1 The estimated annual cost per acre-foot less engineering end <br />construction management for Alternative B would be $71 A <br />construction cost estimate breakdown may be found in Appendix A. <br />2.4 ALTERNATIVE C: Smaller Da^ at Taylor Drar; Crest El. <br />5321 (1 ,622m) <br />2.4.1 Location ag,d_~e~gLaJ~Desc~iptiQo <br />2.4.1.1 The smaller dam at Taylor Draw would be located along the <br />same axis as Alternative A. <br />2.4.1 .2 The capacity of the reservoir would be 9,600 acre-feet (11.8 <br />-19- <br />