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Granite Quarry -PHASE II, YEAR 12 <br />Aspect Reclamation Operation Quantity Unit Unit Cost ($) Cost ($) <br /> Area I -Reclamation Complete <br /> Processing plant (4 ac) <br />A 1 Scarifycompadedground 4 Ac 25 100 <br /> 2 Replace topsoil (6 in) 3,227 CY 0.85 2,743 <br /> 3 Seed and mulch 4 Ac 675 2,700 <br /> 4 Reseed (20%) 0.8 Ac 675 540 <br /> Area 11(1,310 LFJ <br /> 1 8ackfifl mining face, 50°~ (320 vertical ft) 161,567 CY 1.15 185,802 <br />B 2 Replace Topsoil (6 in) 11,664 CY 0.85 9,914 <br /> 3 Seed and mulch 15 Ac 675 10,125 <br /> 4 Reseed (20%) 3.0 Ac 675 2,025 <br /> Area 111(1,430 LF) <br /> 1 Backfill active mining face (160 vertical ft) 299,700 CY 1.15 344,655 <br />C 2 Replace topsoil (6 in) 10,818 CY 0.85 9,195 <br /> 3 Seed and mulch 13 Ac 675 8,775 <br /> 4 Reseed (20%) 2.6 Ac 675 1,755 <br /> Stripped ground prior to mining below 5,800 ft (10 acJ <br />D 1 Replace topsoil (6 in) 8,147 CY 0.85 6,925 <br /> 2 Seed and mulch 10 Ac 675 6,750 <br /> 3 Reseed (20%) 2.0 Ac 675 1,350 <br /> Stormwater ponds (1 acJ <br /> 1 Pump and ancillary equipment removal 1 Unit Note 1 0 <br /> 2 Remove Culvert 566 CY 0.85 481 <br /> 3 Backfill with overburden 8,067 CY 0.85 6,857 <br />E 4 Replace topsoil (6 in) 807 CY 0.85 686 <br /> 5 Seed and Mulch 1 Ac 675 675 <br /> 6 Reseed (20%) 0.2 Ac 675 135 <br /> Access road (1 acJ <br /> 1 Scarify compacted ground 2 Ac 25 50 <br />F 2 Replace topsoil on interior roads (6 in) 1,371 CY 0.85 1,165 <br /> 3 Seed and mulch 2 Ac 675 1,350 <br /> 4 Reseed (20%) 0.4 Ac 675 270 <br /> 5 Office and Entrance road to site are to remain 1 Mile n/a 0 <br /> Topsoil stockpiles <br />G 1 Material removed for other Aspects n/a LS 0 0 <br /> 2 Seed and mulch 2 Ac 675 1,350 <br /> 3 Reseed (20%) 0.4 Ac 675 270 <br /> Overburden Stockpiles <br />H 1 Material removed for other Aspects n/a LS 0 0 <br /> 2 Seed and mulch 10 Ac 675 6,750 <br /> 3 Reseed (20%) 2 Ac 675 1,350 <br /> Berm <br />I 1 Berm removal 1900 CY 0.85 1,615 <br /> 2 Replace Topsail (6 in) 258 CY 0.85 219 <br /> 3 Seed and mulch 0.32 Ac 675 216 <br /> 4 Reseed (20%) 0.06 Ac 675 43 <br /> Tallahassee Creek Bridges <br /> 1 Upstream bridge removal 1 Unit 14500 14,500 <br /> 2 Downstream bridge removal 1 Unit 7000 7,000 <br /> 3 Concrete bridge supports (both bridges) 300 CY 12.69 3,807 <br />J 4 Upstream grading/embankment stabilize (3:1) 569 CY 1.15 654 <br /> 5 Downstream grading/embank stabilize (3:1) 250 CY 1.15 288 <br /> 6 Remove Culvert and earthwork 7407 CY 0.85 6,296 <br /> 7 Seed and mulch (both bridge areas) 0.7 Ac 675 466 <br /> 8 Reseed (20%) 0.14 Ac 675 93 <br /> Railroad Spur <br />K 1 Railroad removal 5200 LF 10 52,000 <br />Total Disturbance Costs 701,941 <br />Contractor Mobilization/Demobilization (8°~) 56,155 <br />Overhead (18.5%) 129,859 <br />Administration (5%) 35,097 <br />Total Proposed Financial Warranty $ 923,052 <br />Disturbed Acreage 58 <br />Financial Warranty per acre $ 15,912 <br />Note 1: Temporary structures, pumps, and ancillary equipment is assumed to be removed by the operator or sold to <br />finance removal <br />