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T ~ <br />Yea r Yea r <br />Item 1990 2014 <br />Recreation/Dead Pool 2100 AF 545 AF <br />Sedimentation 1512 AF 6620 AF A <br />Aange~y <br />1735 AF 1735 AF <br />Other Water Sales 3553 AF -0- <br />2.5.4 ~droelectric Generation Po~„sn#~s~ <br />2.5.4.1 A 2.,000 kw (7,200 MJ) power plant under the conditions <br />dictated by Alternative D would generate approximately 10 million kwh <br />per year (36 million MJ) at a cost per kwh of 24 mills. <br />2.5.5 Access Roads <br />2.5.5.1 Approximately 2,100 feet (638m) of highway relocation would <br />ba required for Alternative D. A few minor access roads would be <br />required to get to and from the borrow areas located near the dam. <br />The riprap borrow area is the same as for the other alternatives and <br />would require an access road approximatel y 1,7 miles, (2.7 km) long. <br />2.5 .6 ~.Q~g.~.O~~~LQP.~@~~L~.1.9.~LQL~.e s uLes <br />2.5.6.1 Revegetation - The applicant proposes to revegetate ell <br />borrow areas above the high water line after construction. <br />2.5.6.2 Fishery Facilities - The outlet works would be designed <br />simiLiar to the other alternatives to avoid entrainment of fish. <br />2.5.6.3 Additional Mitigation Measures - Mitigation measures are <br />discussed in detail in Chapter 5. <br />2.5.7 ~O.P~.L~.~~ ~Q.i;..t <br />2.5:7 .1 The estimated annual cost per acre-foot less engineering end <br />construction management for Alternative D would be X119. A <br />construction cost estimate breakdown may be found in Appendix A. <br />2.6 ALTERNATIVE E: 6roundNeter frog Infiltration 6aLleries <br />2.6 .1 LQc a t 1Q.II_ssa _S~LSLSI_,~.~.~~ Li~.iQr <br />2.6.1.1 Alterantive E considers construction of an infiltration <br />gallery imodified radial collector well) adjacent to and beneath the <br />White River near the existing water treatment plant for the town of <br />Rangely. The filtration plant is located in the northwest quarter of <br />Section 6, Township 1 North, Range 101 West. Rio Blanco County. <br />-24- <br />