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Squaw Gulch VLF Chemical Closure and Reclamation Costs
<br />SGVLF -Sauaw Gulch - Mass Earthwork. Growth Media Placement, and Reclamation
<br />19- SquawVLF
<br />411012014
<br />Reclamation Units Input Table
<br />Area
<br />Total Area
<br />Ngmber Uni1g
<br />348 Acres
<br />Backfill and Leveling Earthwork
<br />Total Volume of Cut -
<br />20,641,871 cy
<br />Heavy Dozing (Enter
<br />Area not reseeded or GM
<br />0 Acres
<br />Total Volume of Fill-
<br />22,658,820 Cy
<br />Choice of Equipment Fleet for
<br />"D10"
<br />011
<br />Net Area Reseed /GM
<br />Acres
<br />Volume Used for
<br />21,650,246
<br />Heavy Grading and Growth
<br />or'D11')
<br />of
<br />348.0
<br />talc
<br />Average Haul Distance - Total
<br />Cy
<br />1,736 ft
<br />Medium Hauling
<br />GM Haul: (Enter '777'
<br />.'623')
<br />777
<br />5 ft doze Volume entire area w /100'HD
<br />Push Distance for Heavy Grading
<br />2,807,200
<br />100.0 ft
<br />Area Requiring Mass Excavation
<br />Weighted HD Mass Excavation
<br />18,843,046 Cy
<br />1,723 ft
<br />Total Area of Tree Planting
<br />74 Acres
<br />Light Grading Ares:
<br />0 Acres
<br />Fencing Length above Mine
<br />Area
<br />0 Feet
<br />Note: Average of Cut and Fill Volumes are used for Mass Grading, of
<br />which 2.8 million is nominal 100 ft.
<br />push with dozer and the remainder is
<br />P
<br />Acreage a ge to r n receive Miscellaneous Processes
<br />Acreage to receive fertilizing and ripping simultaneously with a D4
<br />Mass haul with
<br />777 Truck Fleet
<br />dozer?
<br />348.0 acres
<br />Defaults to Total
<br />unless
<br />manually Changed with an Entry
<br />Acreage to receive seeding
<br />8 harrowing simullaneousy with a D4
<br />dozer?
<br />348.0 acres
<br />Perimeter Fence to Be Removed
<br />8,835 feet
<br />30' Pipe to be Removed
<br />4,082 feet
<br />24" Pipe to be Removed
<br />12,422 feet
<br />Activity
<br />Quantities
<br />Work Hours
<br />Egmt Cost
<br />Labor Cost
<br />Material Cost
<br />Total Cost Verifications and Checks
<br />Fence Removal (feet)
<br />8,835
<br />$ 8,918 $
<br />19,410
<br />$
<br />26,328 $ 2.98 Cost per foot
<br />30' Pipe Removal (feet)
<br />4,082
<br />$ 75,795 $
<br />43,387
<br />$
<br />119,182 $ 29.20 Cost per foot
<br />24' Pipe Removal (fast)
<br />12,422
<br />$ 173.042 $
<br />99,005
<br />$
<br />272,047 $ 21.90 Cost per foot
<br />Heavy Grading with Dl l
<br />2,807,200
<br />957
<br />$ 360,985 $
<br />31,432
<br />included $
<br />392,417 2,934 cy/hr
<br />$
<br />014 $/cy
<br />'Light Greding/Shaping D9 (ac)
<br />-
<br />-
<br />$
<br />-
<br />included $
<br />- 2 hrs/-
<br />$
<br />- $/acre
<br />Mass CutBfill
<br />18,843,046
<br />777 Truck (cythr)
<br />521
<br />36,154
<br />$ 15,579,858 $
<br />1,140,096
<br />Included $
<br />16,719,954 $ 0.89 $/cy
<br />992 Loader (cy/hr)
<br />1,564
<br />12,051
<br />$ 7,117,842 $
<br />395,923
<br />Included $
<br />7,513,764 $ 0.40 $/cy
<br />$
<br />147 $/cy
<br />14 H Grader
<br />Fleet hrs/4
<br />9,038.58
<br />$ 1,146,431 $
<br />295,018
<br />Included $
<br />1,441,449 $ 0.08 s/cy
<br />5K gal H2O Truck
<br />Fleet hrs/4
<br />9,039
<br />$ 1,684,635 $
<br />279,483
<br />Included $
<br />1,964,118 $ 0.10 s/cy
<br />Growth Media Hauled by Truck -3 trucks per loader
<br />Total GM Reqd.
<br />280,720 cy
<br />Avg. Fleet UM Co81=
<br />$1.01 $/cy
<br />Source l- Stockpile -GM4
<br />85,381
<br />198
<br />$ 43,852 $
<br />6,234
<br />included $
<br />50,085 431.9 cy/hr
<br />$
<br />0.59 $icy
<br />Source 2- Stockpile -GM27a
<br />95,339
<br />195
<br />$ 43,294 $
<br />6,154
<br />included $
<br />49,448 488.5 cy/hr
<br />$
<br />0.52 $ /cy
<br />Source 3- Stockpile -GM34
<br />100,000
<br />257
<br />$ 57,085 $
<br />8,115
<br />included $
<br />65.200 388.6 cy/hr
<br />$
<br />0.65 $ /cy
<br />Source 4 - Stockpile -
<br />-
<br />-
<br />$ - $
<br />-
<br />$
<br />- 0.0 cy/hr
<br />$
<br />- $/q
<br />Source 5 - Stockpile -
<br />-
<br />-
<br />$ - $
<br />-
<br />$
<br />- 0.0 cy/hr
<br />$
<br />- $/cy
<br />988 Loader
<br />217
<br />$ 50,010 $
<br />7,120
<br />included $
<br />57,130
<br />$
<br />0.20 $/cy
<br />14 H Grader
<br />Fleet hre/4
<br />163
<br />$ 20,617 $
<br />5,305
<br />included $
<br />25,922
<br />$
<br />0.09 $/cy
<br />5K gal HO Truck
<br />Fleet hrs/4
<br />163
<br />$ 30,296 $
<br />5,026
<br />included $
<br />35,322
<br />$
<br />0.13 $ /cy
<br />4Spread Growth Medium (cy)
<br />280,720
<br />395.6
<br />$ 96,634 $
<br />12,996
<br />included $
<br />109,630
<br />$
<br />0.39 $Icy
<br />D9 Rate(cy/hr)
<br />710
<br />°Soil Analyses (a)
<br />89.80
<br />included
<br />included $
<br />1,575 $
<br />1,575
<br />Rate (ac / sample)
<br />5
<br />sRip 8 Fertilize (ac)
<br />348
<br />203.6
<br />$ 9,837 $
<br />6,688 $
<br />81,668 $
<br />78,190
<br />$
<br />224.69 $/acre
<br />D4 Rate (aubr)
<br />1.7
<br />'Seed 8 Harrow (ac)
<br />348
<br />149.1
<br />$ 7,825 $
<br />4,897 $
<br />19,838 $
<br />32,560
<br />$
<br />93.56 $/acre
<br />D4 Rate (ac/hr)
<br />2.3
<br />91-lydro- Mulching (so)
<br />348
<br />580.0
<br />$ 43,486 $
<br />18,290 $
<br />183,023 $
<br />244,799
<br />$
<br />703.44 $ /acre
<br />Rate (ac/hr)
<br />0.60
<br />19Plant Trees (ac)
<br />74.01
<br />110.4
<br />WA $
<br />2.461 $
<br />66,539 $
<br />69,000
<br />$
<br />932.43 $/acre
<br />Rate (aM1r)
<br />0.67
<br />Total Work Hours =
<br />69.870.4
<br />'Supervisor
<br />(work hrs/4)
<br />17,467.6
<br />E 323,497 $
<br />936,091
<br />included $
<br />1,259,588
<br />Subtotals=
<br />$ 26,871,936 $
<br />3,323,133 $
<br />332,641 $
<br />30,527,710
<br />Total Reclamation Cost Estimate for Reclamation Area =
<br />$
<br />30,527,710
<br />19- SquawVLF
<br />411012014
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