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permit contained little information regarding final topography of <br /> the pile, so grading requirements were created to meet the <br /> requirements of the area. Virtually no information regarding the <br /> Old Refuse Pile was available in the permit, excepting seed <br /> varieties and topsoil depth. Grading was accomplished as needed. <br /> Drainages will need to be constructed after vegetation is <br /> established. <br /> A discussion of the rationale for field changes made at each <br /> project follows. <br /> MINE 3 <br /> 1) A concrete slab was left in place on a slope above the <br /> intermediate coal transfer area, because it appeared that <br /> excavation of the hillslope to remove the slab would have lead to <br /> creation of an oversteepened slope. <br /> 2) Silt fences below the construction area were allowed to be <br /> erected after bench excavation, rather than prior to excavation, <br /> when it became apparent that rock falling from the bench would <br /> destroy the fence very rapidly. <br /> 3) The amount of hay to be incorporated into the bench prior to <br /> seeding was reduced from 5 tons per acre to 2 tons or less due to <br /> the shallow depth of dirt, which was underlain by shale, sandstone <br /> and coal. It did not appear that the depth of dirt was sufficient <br /> to incorporate this amount of hay. <br /> 4) Slopes flatter than 3H:1V were allowed to be hydro seeded and <br /> mulched because the soil on the dirt was extremely rocky. In many <br /> areas, coarse rock was predominant close to the surface. It did <br /> not appear that a drill would penetrate in many areas, possibly <br /> leaving interstitial areas barren of seed. It was felt that hydro <br /> seeding would provide better coverage of the area. The contractor <br /> paid for the cost of extra seed needed. <br /> 5) A large cavity appeared in the southern portion of the highwall <br /> backfill well after backfilling operations were completed. It is <br /> speculated that this probably occurred due to failure of a block <br /> wall within one of the entries. The contractor was paid additional <br /> monies to fill the hole. <br /> 6) Surface containment furrows were constructed in a 'V' shape, <br /> rather than as a trapezoid, in order to simplify the construction <br /> process. <br /> 7) Only about one third (estimated 275 feet) of the north facing <br /> outslope were hydro seeded, rather than the entire slope. This was <br /> done for two reasons: the total amount of acreage estimated to be <br /> revegetated had already been slightly exceeded; it was becoming <br /> apparent that hydro seeding without additional treatment of the <br /> steep slope may have limited success. Additional seeding did not <br /> 8 <br />