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i <br /> EQUIPMENT <br />PROJECT/YARDAGE USED <br />WASH PLANT <br />P.emove Coaly Material <br />1,700 yd3 10 yd3 truck <br />1,700 yd3 980 <br />Topsoil 6,000 yd3 Cat 613B <br />MC CLANE CANYON HAUL ROAD fi CONVEYOR <br />Recontour 40,090 yd3 D-8 <br />Topsoil 20,140 yd3 Cat 613B <br />MUNGER CANYON CONVEYOR <br />Recontour 45,000 yd3 D-8 <br />Topsoil 2,100 yd3 Cat 613B <br />BUILDING AREA <br />Topsoil 5,000 yd3 Cat 613B <br />FINAL RECONTOUR TOTAL AREA <br />Finish Grading 78.4 acres Cat 16G <br />rn <br />TABLE 3.1-1S (cont'd) <br />RECLAMATION COST CALCULATIONS <br />ESTIMATED TIME <br />AVERAGE OPERATING PRODUCTION ESTIMATE TOTAL <br />PUSH/HAUL ASSUMPTIONS YD3/HR HOUR COST/HOUR COST <br />9,000 1,2,3 45 38 58 2,204 <br />50 1,2,3 420 4 87 348 <br />2,700 1,2,3 110 55 76 4,180 <br />75 1,2,3,4 800 50 134 6,715 <br />5,000 1,2,3,4 56 360 76 27,333 <br />75 1,2,3,4 800 56 134 7,538 <br />1,200 1,2,3,4 142 15 76 1,140 <br />1,000 1,2,3,4 140 36 76 2,736 <br />-0- 1,2,3,4 1.45 Acre <br />Hour 60 120 7,200 <br />ro <br />w <br />00 <br />~n <br />