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The Shores Resource -Amendment No. 1 <br />Table for Reclamation Cost Estimate <br />Activity Quantity Units Unit Costs Cost <br />A. Phase 8 - 95% mined -approximately 59 acres of <br />disturbance. Fill sideslopes of pond with overburden <br />material and shape, seed and mulch shoreline - <br />approximately 6420 linear feet perimeter distance at <br />limit of mining <br />1 Replace fill material using overburden and shape pond <br />side slopes at 3:] 201,160 CY $ 1.25 $ 25],450.00 <br />2 Replace overburden and shape the shoreline @ 4:1 11,889 CY $ 1.25 $ 14,861.11 <br />3 Replace 12" of topsoil on the shoreline @ 4:1 4,903 CY $ 1.25 $ 6,128.72 <br />4 Seed and mulch shoreline 3.0 Acres $ 800.00 $ 2,431.23 <br />Subtotal $ :274,871.Ob: <br />B. Dewatering trench would be excavated to nearly the <br />and bottom elevation and fill with water ----- ----- ----- ----- <br />=_ - _. Subtotal. '-`-.-: _ <br />C. Phase 7 -Would be 100% reclaimed _____ _____ _____ _____ <br />°= _ -; - <br />-- - <br />~ ". SiiiSfotal r .. ----- ° .~, . <br />D. Processing area. Processing equipment is portable and <br />would be removed by the operator <br />1 Move serge piles into settling pond 1,000 CY $ 1.25 $ 1,250.00 <br />2 Remove concrete pad for wash plant 15 CY $ 65.00 $ 975.00 <br />3 Remove concrete pad for asphalt plant 60 CY $ 65.00 $ 3,900.00 <br />4 Remove concrete pad for concrete plant 37 CY $ 65.00 $ 2,405.00 <br />5 Demolish and remove shop 1 LS $ 2,000.00 $ 2,000.00 <br />6 Remove concrete footings for office 8 CY $ 65.00 $ 520.00 <br />7 Remove concrete base for scale 10 CY $ 65.00 $ 650.00 <br />8 Scarify ground 25 Acres $ 150.00 $ 3,750.00 <br />9 Spread 12" topsoil 8,067 CY $ 1.25 $ 10,083.33 <br />] 0 Seed and Mulch 25 Acres $ 800.00 $ 20,000.00 <br />>. _ Subtotal $ `.10,530.00 <br />E. Settling Ponds <br />1 Place 12" overburden on 0.25 acre 403 CY $ 1.25 $ 504.17 <br />2 Place 12" topsoil on 0.25 acre 403 CY $ 1.25 $ 504.17 <br />3 Seed and Mulch 0.25 Acres $ 800.00 $ 200.00 <br />Subtotal $ 45,533.33 <br />F Slurry Wall @ 20% Installation Cost per DMG <br />Bonding Requirment. Assuming a total 0(19,986.31£ of <br />wall, avg depth of 26.5' + 3' into bedrock <br />1 Excavation, Materials and Labor and Dewatering 117,919 Face Ft $ 3.00 $ 353,757.51 <br />Subtotal $ 353,757.51 <br />Total Disturbance Costs $ 674,161.91 <br />Contractor Mobilization (8%) $ 53,932.95 <br />Overhead (18.5%} $ 124,719.95 <br />Administration (5% $ 33,708.10 <br />Total $ 386,522.91 <br />* Assumes 19,986.3 linear feet, average depth 26.5' (+ 3' into bedrock) @ 20% <br />HALL-IRWIN CORPORATION -THE SHORES AMENDMENT 1 (#M-1998-013) Page 22 of 29 <br />