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Rule 3: Performance Bond Requirements <br />• <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 />$29,220 <br />$21,855 <br />$39,176 <br />$1,925,144 <br />$273,732 <br />$3,388 <br />18 560 <br />• <br />Total Direct <br />Contractor's OH <br />CDMG Project Admin Fees <br />Contractor's Profit Adjustment <br />Total Bond Amount <br />Say <br />$2,311,075 <br />$60,088 <br />$280,151 <br />$202,367 <br />$2,853,681 <br />$2.85 million <br />These cost estimates include reclamation of ponds, ditches, roads, and fill azeas for the Jeff <br />Canyon Surface mine operations and associated infrastructure. <br />As shown by Figure 3.02.2-i(schedule) and Figure 3.02.2-2 (plan), LCC has developed a worst <br />case reclamation bond model based on the following assumptions: <br />• Working area in Year 1 operation plan includes a working face down to the <br />lowest seam for the full width of the ridge. <br />• No concurrent reclamation has occurred behind the advantage face according to <br />LCC's proposed plan. <br />• Sedimentation Ponds 006a, 007a, 008, 009, and 009a have been constructed. <br />They will not be reclaimed (at the request of the landowner). <br />• Fill 9 has been completed and topsoiled, Fill 7is being topsoiled, and Fill 8 is <br />being used. <br />• Topsoil distribution is 50% C3F (21 inches), 30% PJF (Oinches), and 20% PJE <br />(18 inches), for an average of 11 inches. <br />• Final contours will be comparable to pre-mine contours. <br />• <br />Ru(e3PerformanceBondRegs(475)Ju1y2002 3-la <br />(revised 7/2/02) <br />