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I!l. Comments - Compliance Below are Comments on the inspection. The comments in_lude discussion of o~~servations rnaoe during tyre inspection, Conments also descriue any enforcement actions taken during the insp?=tion and the facts or evidence zupportiny the enforcement action. The operator plans to construct a roof over the barrel storage area next to the fuel bay. A revision should be provided to the Division prior to construction of the roof. TOPSOIL All topsoil and subsoil resources should continue to be protected from wind and water erosion. The Division would recommend that the operator cease using subsoil for construction projects until an accurate topsoil balance can be estimated. This is currently being calculated in Technical Revision No. 64. It was determined that two topsoil piles, formally located along the Sylvester Gulch road, had been moved to the benches of the refuse pile without approval from the Division. Therefore, NOV C-93-113 was issued. EXCESS SPOIL AND DEVELOPMENT WASTE At the time of the inspection there was one area on the western slope of the pile that was conveying water over the face of the refuse pile. This was evidenced by the formation of rills that began at the top of the pile. Prior to the conclusion of the inspection, the operator constructed a berm in this area to prevent water from flowing over the face of the pile. The operator continues and should continue to maintain a berm and silt fence around the perimeter of the pile, at the top of the pile. MCC should complete the reclamation of the western side of the refuse pile, including seeding, prior to the end of this field season. POND REPORT MB-l: The operator's pond inspection report for the second quarter of 1993, noted a seep at the NW corner of the toe of the embankment near the SW corner of the surface shop. At the time of the Division's inspection the embankment was damp, and there was standing water of the gravel pad below the embankment. There are cattails growing, which is evidence that the seep has been active for some time. This area should continue to be monitored, to identify the source of the water. There were some cracks noted on the north side of the pond, on top of the embankment. I am not sure if the cracks are related to settlement or instability of the embankment. The cracks should continue to be monitored to determine for signs of instability. The water level in MB-1 was low, as the 3