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PEB-03-2003 MON 04 10 PM ROCKY MTN CONSULTANTS
<br />FAX N0. 3036656959
<br />The Shores Resource -Amendment No. 1
<br />Table for Reclamation Cost Estimate
<br />P. 02
<br />Activity Quantity Units Unit Costs Cost
<br />A. Phase 8 - 95^/o mined -approximately 60 acres of
<br />disturbance. FSII sideslopes of pond with overburden
<br />material and shape, seed and mulch shoreline -
<br />appro:imately 72851f perimeter distance at limit of
<br />mining - 7035 tf at reclamation
<br />1 Replace fill material using overburden and shape pond
<br />side slopes at 3:1 236,249 CY $ 0.75 $ 177,187.00
<br />2 Replace overburden and shape the shoreline a 4:1 13,028 CY $ 0.75 $ 9,771.00
<br />3 Replace 12" of topsoil on the xhoreliue a~ 4:1 5,373 CY $ 0.75 $ 4,029.00
<br />4 Seed and mulch shoreline 3.33 Acres $ 800.00 $ 2,664.00
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<br />B. Dewatering trench would be excavated to nearly the
<br />and bottom elnvation sad fill with water -- -• -- - •- '-'-
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<br />C. Phase 7 -Would be 100% reclaimed - - -- - --
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<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 $ 0.75 $ 750.00
<br />2 Remove concrete pad for wash plant IS CY $ 65.00 $ 975.00
<br />3 Retnove concrete pad for asphalt plan[ 60 CY S 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 Remmve concrete footings for office 8 CY $ 65.00 $ 520.00
<br />7 Remove concrete base for scale 10 CY $ 65,00 $ 650.00
<br />B Scarify ground ZS Acres $ 150.00 $ 3,750.00
<br />9 Sptead 12" topsoil 8,067 CY $ 0,75 $ 6,050.00
<br />10 Sccd and Mulch 25 Acres $ 800.00 $ 20,000.00
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<br />E. Settling Ponds
<br />1 Place 12" overburden on 025 acre 403 CY $ 0.75 S 303.00
<br />2 Place 12" topsoil on 0.25 acre 403 CY $ 0.75 $ 303.Q0
<br />3 Seed and Mulch 0.25 Acres $ 800.00 $ 200.00
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<br />F Slurry Wall Ca3 20% Installation Cost per AMG
<br />Bonding Requirment. Assuming a total of 19,9321f of
<br />wall, avg depth of 26.5' + 3' into bedrock
<br />1 Excavation, Materials and Labor and Dewatering 117,599 Face Ft $ 3.00 $ 352,796.00
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<br />'!'oral Disturbance Costa $ 588,253.00
<br />Contractor Mobilization (8%) $ 47,060.24
<br />Overhead (18.5%) $ 106,82ti.81
<br />Administration 5'%) $ 29,412.65
<br />Total $ 773,552.70
<br />"Assumes 19432 linear fee[, average depth 26.5' (+ 3' inro bedrock) a 20%
<br />Revised 130.03 Per Mining Plan Revisions
<br />HALL-IRW1N C:OliP012ATi0N .'CHl S1iORF,S AM1iNDMENT 1 (NM-1998-013) Page 22 of 2~
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