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<br />TABLE 3.1-15 (cont'd)
<br />RECLAMATION COST CALCULATIOIdS
<br />
<br /> ESTIMATED TIME
<br /> EQUIPMENT AVERAGE OPERATING PRODUCTION ESTIMATE COST/ TOTAL
<br />PROJECT/YARDAGE USED PUSH/HAUL ASSUMPTIONS YD3/HR HOUR HOUR COST
<br />
<br />Munger Creek Relocation Final Configuration
<br />Remove Culverts 980 100 1,2,3,4 126 16 87 1,392
<br />Excavation 5,700 D-8 200 1,2,3,4 440 13 134 1,742
<br />Place Riprap 2,100yd3 980 50 1,2,3,4 150 14 87 1,218
<br />" 10yd3 truck 2,000 1,2,3,4 60 35 58 2,030
<br />" D-8 100 1,2,3 150 14 134 1,876
<br />Reclaim Freshwater Ponds
<br />Recontour 4,000 D-8 100 1,2,3 645 6 134 804
<br />Embankment 4,000 Cat 613B 800 1,2,3 160 25 76 1,900
<br />Topsoil 3,700 Cat 613B 1,200 1,2,3 142 26 76 1,976
<br />Reclaim Stockpile Pad
<br />Excavation to RDA for
<br />Capping 80,000 yd3
<br />„
<br />Topsoil 18,500
<br />10yd3 truck 9,000 1,2,3 45 1,778 58 103,124
<br />980 50' 1,2 420 190 87 16,530
<br />D-8 fi RDA 50' 1,2 860 93 134 12,465
<br />Cat 613B 2,400 1,2,3 83 220 76 16,720
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