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• • •I
<br /> TABLE 3. 1-15 (cont'd)
<br /> RECLAMATION COST CALCULATI ONS
<br /> ESTIMATED TIME
<br /> EQUIPMENT AVERAGE OPERATING PRODi~CTION ESTIMATE TOTAL
<br />PROJECT/YARDAGE USED PUSH/HAUL ASSUMPTIONS YD /HR HOUR COST/HOUR COST
<br />
<br />SEDIMENTATION RESERVOIR
<br />9,000 Embankment Cat 613-B 650 1,2,3,4 145 62 X76 4,712
<br />5,600 Topsoil Cat 613-B 2,000 1,2,3,4 110 51 '76 3,876
<br />Remove Discharge
<br />50 yd3 Case 680-G --- 1,2,3 75 1 X46 46
<br />SEWAGE TREATMENT PLANT ~ gi~
<br />
<br />4,000 Remove
<br />980
<br />100
<br />1,2,3
<br />126
<br />32 _
<br />jo5~4+s~G 2,784
<br />4,000 Recontour D-8 100 1,2,3 645 6 134 804
<br />450 Topsoil Cat 613-B 900 1,2,3,4 145 3 28
<br />76 2
<br />PARKING LOT [
<br />lY Jam"`'
<br />
<br />Remove Paving,
<br />Rip fi Pile D-8 50 1,2,3 150 9 '134 1,206
<br />1 , 250 yd3 Load 980 50 1, 2, 3 800 2 ~~S&`I~S6 174
<br />Haul 10 yd3 tru ck 8,300 1,2,3,4 48 26 58 1,508
<br />Recontour 9,300 yd D-8 300 1,2,3,4 270 35 134 4,690
<br />Topsoil 9,300 Cat 613-B 1,000 1,2,3,4 140 66 76 5,016 i
<br />_ SUPPLY YARD G ROADS AROUND YARD ~ -~ ~~'
<br />Recontour 15,000 D-8 400 1,2,3,4 200 ~ 75 134 10,050
<br />Topsoil 27,000 Cat 613-B 1,500 1,2,3,4 110 245 X76 18,620
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