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Rule 3: Performance Rond Requiremmus <br />• Jeff Canyon Haul Road Reclamation <br />Jeff Canyon Topsoil Piles <br />Raw Coal Loadout Facility <br />Jeff Canyon Surface Mine <br />Reclaim Drill Holes and Monitoring Wells <br />Sediment Ponds <br />Mobilization and Demobilization <br />Total Direct <br />Contractor's OH <br />CDMG Project Admin Fees <br />Total Bond Amount <br />Say ' <br />$27,115 <br />$20,653 <br />$134,908 <br />$1,785,781 <br />$107,2>0 <br />$44.309 <br />$23,200 <br />$2,143,216 <br />$54,116 <br />$190.350 <br />$2,387,682 <br />$2.4 million <br />These cost estimates include reclamation of ponds, ditches, roads, and fill areas for the <br />Jeff Canyon Surface mine operations and associated infrastructure. <br />As shown by Figure 3.02.2-1 (schedule) and Figure 3.02.2-2 (plan), LCC has developed <br />a worst case reclamation bond model based on the following assumptions: <br />• ~/ • Working area in Year 1 operation plan includes a working face down to <br />the lowest seam for the full width of the ridge. <br />• Active concun•ent reclamation has occurred behind the advancing face <br />according to LCC's proposed plan. <br />• Sedimentation Ponds 007, 008, 009, and 009a have been constn/cted. <br />rb • Fi119 has been completed and a portion of Fill 8 is being used. <br />no • Haul roads are constructed in the reclaimed area (fill side). <br />rw • Topsoil distribution is 50% C3F (21 inches), 30% PJF (0 inches), and 20% <br />PJE (18 inches), for an average of 11 inches. <br />hq • Final contours will be modified so the maximtun elevation is 7,200 feet in <br />the azea west of the fa"ce and 7,170 feet in the active backfill and rough- <br />graded area. These areas will be lowered by dozer pushing the material <br />into the "slot". <br />• <br />-07 <br />3-la (revised 12/21/01) <br />