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Map 24. The trenches were dug with a backhoe or trackhoe. During the excavation process, suitable plant growth media was removed and windrowed adjacent to the Vench, and then replaced on top of the subsoils resumed to the Vench. In reference to pumping directly to Foidel Creek, TCC will monitor and maintain the Area 1 Pit impoundment as a storage impoundment, with controlled pumping to maintain water levels well below the impoundment crest and inlet of the discharge pipe. In conjunction with elevated spoil spring flows following spring runoff, water levels will be closely monitored and adjusted, as appropriate through controlled pumping to accommodate any significant increases in seasonal spoil spring inflows. By maintaining the water level below the pit dischazge level, a buffer is provided for "isolating" water pumped from Site 109 into the pit. The plan is to pump water from Site 109 into the pit and then water would be pumped out of the pit and either recycled to the Prep Plant or discharged directly to Foidel Creek. The pumping rate from the pond will typically exceed that coming from Site ]09. The ability to dischazge directly into Foidel Creek will be dictated by water quality in Trout Creek and the status of the Fish Creek Borehole. Additional details relative to the Area 1 Pit Temporary Water Storage Basin aze provided in Exhibit SV. Pump installation required the placement of a new transformer, concrete pad, and grounding-bed. This installation was in a previously disturbed area; therefore, no topsoil salvage occurred. The pad is approximately 6 x 7 x 1 foot. A powerline, approximately 350 feet in length, and requiring two power poles, was constructed from an existing line to this new location. The pumping of thickener underflow into the abandoned workings will not have an impact on the active mine operations. The underground pipeline will be monitored/inspected as pan of the regular weekly mine inspections. The inspections will be conducted to determine if there are any leaks or broken fittings in the line. The permanent monitoring well for this activity is the ]0-Right dewatering well which is utilized to pump water from the gob azea. The water level in the 10-Right stunp is monitored from this location. The stratum underlying the abandoned mine works includes mostly shale and siltstone for ]0 feet below the coal seam. The gradient of the proposed settling azea ranges from 3.5 to 12 degrees towazd the 10-Right dewatering borehole sump. 2.05.4 Reclamation Plan (I l Each application shall contain~lan for reclamation of the lands within the proposed pemtit azea, showine how the applicant will comply with environmental protection Rerformance standazds of the regulatory proeram. Theplan shall include, at a minimum all information required under the relevant sections of Rule 2. f2l Each plan shall contain the followine information for the proposed~emut area: (al A detailed timetable for the completion of each maior step in the reclamation plan; RESPONSE A detailed timetable for the completion of each major step in the Foidel Creek Mine reclamation plan is included as Table 52, Reclamation Timetable. Details concerning the Fish Creek Tipple Reclamation Plan are found within Rule 2.05.4 of the Fish Creek Tipple Appendix, Volume VIII. (bl A detailed estimate of the cost of reclamation of the proposed operations required to be covered by a performance bond with supporting calculations for the estimates; RESPONSE . The detailed estimate of reclamation costs of the proposed operations with supporting calculations follows. Time has been rounded to the closest hour and costs have been rounded to the closest dollar. Please see Appendix A, Volume IA, for al] bond calculations for minor, technical, and permit revisions. TR06-52 2.05-98 02/17/06