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<br />TABLE 3.1-15 (cont'd)
<br />RECLAMATION COST CALCULATIONS
<br /> ESTIMATED TIME
<br />EQUIPMENT AVERAGE OPERATING PRODUCTION ESTIMATE TOTAL
<br />PROJECT/YARDAGE USED PUSH/HAUL ASSUMPTIONS YD3/HR HOUR COST/HOUR COST
<br />REFUSE DISPOSAL AREA (PHASE IV)
<br />Recontour Roads
<br />6,200 yd3 D-8 50 1,2,3 860 7 134 938
<br />Topsoil Refuse Area
<br />80,000 yd3 Cat 613B 1,500 1,2,3 110 727 76 55,252
<br />Topsoil Sediment Pon
<br />3,200 yd Cat 613B 500 1,2,3 170 19 76 1,444
<br />Recontour Sediment
<br />Pond 3,200 yd3 D-8 75 1,2,3 800 4 134 536
<br />Topsoil Roads 3,200 yd3 Cat 613B 640. 1,2,3,4 145 22 76 1,672
<br />REFUSE DISPOSAL AREA ACCESS ROAD
<br />Recontour Road
<br />24,000 yd3 D-8 50 1,2,3 860 28 134 3,752
<br />Topsoil Road
<br />14,400 yd3 Cat 613B 4,500 1,2,3,4 67 216 76 16,416
<br />SLURRY PONDS
<br />Liner Removal - Haul to
<br />RDA 4,700 yd3 Cat 613B 6,700 1,2,3 50 94 76 7,144
<br />Cat push time D-8 200 .1,2,3 440 11 134 1,474
<br />Backfill
<br />Cat push time 4,700 yd3 D-8 150 1,2,3 590 34 134 4,556
<br />Embankment 5,400 yd3 D-8 650 1,2,3 145 37 76 2,812
<br />Topsoil Slurry Pond$
<br />9,000 yd Cat 613B 2,000 1,2,3,4 110 82 76 6,232
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