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(Page 21 MINE ID # OR PROSPECTING ID # M-1977-004 HR INSPECTION DATE 9 1/ 1/02 INSPECTOR'S INITIALS RCO OBSERVATIONS This partial inspection was performed by the Division as part of its annual monitoring of this Hard Rock and Metals 112 permit. The operator was contacted about the inspection, and a time was arranged to meet at the site for the inspection. The operator's representative named on page one was present during the inspection. The site is inactive and kept secured by a locked gate at the entrance. The required permit ID sign was posted at the entrance gate to the site. The former location of the Radiation Treatment Plant (RTP) was inspected. It was demolished and, along with much of its contaminated contents, hauled to the low grade ore stockpile area on the Tie Camp Creek Dump. The Radiation Control Division (CDPHE) has approved the amount of building rubble and materials which have been removed from the former building site, which allows the operator to begin final grading in this drainageway. The RTP debris now on the Tie Camp Creek Dump has been flattened and partially covered with earthen fill, which should be finished later this season. The material will then be covered by a compacted sericite cap, a layer of topsoil, and revegetated. (These materials exist in sufficient quantities in stockpiles on the dump.) Final drainage pattern is planned but has not yet been established. The gulch in which the RTP was located has been shaped by recent grading. The south-facing slope is nearly all covered by plantings of seedling lodgepole pine, most of which are surviving. There is little left to do on the north-facing slope, except for some grading near the North Pit Lake outlet, where part of a rock knob may be removed, supplying an onsite rock and soil need, and stabilizing the steep slope. The North Pit Lake outlet and the Pinnacle adit both drain into the same channel, now being shaped to become wide and flat. A series of shallow ponds, separated by leaky dams, will be created and planted with wetland vegetation to filter sediment and absorb contaminants, and the water will provide a reducing environment to encourage the precipitation of contamination. If the operator wishes to modify the grading or revegetation plan for this or other areas of the permit, please contact this office to see if a technical revision is needed. The North Pit Lake level is presently fairly high, which accelerates the infiltration of lake water into the collapsed adit, saturating it, but improves the conditions for the same type of reducing environment mentioned above. The fake dam is not expected to be modified in the future. The lake exhibits a noticeable increase in the amount of sediment deposited from North Pit wall sloughing compared to past years. The Indian Creek Dump showed no change in the riprapped drainageways, due to the low amount of moisture this year. Various areas of the dump benches and faces exhibit very good grass and forb vegetation, even in this dry year. No fertilizer has been applied in several years, and does not appear to be necessary. The many areas of seedling tree and shrub plantings (mainly lodgepole pine) show various stages of establishment and growth. The revegetation is regularly grazed by the local elk, and on rare occasions, livestock. With enough numbers of planted trees, eventually the adverse effects of elk browsing will be less noticeable. Ilt is hoped that trials of a different elk repellent spray the operator plans to use will be successful.) The operator has continued to acquire pine slash from nearby clearcut areas, to strew on portions of the dump faces. If the operator feels that certain stands of existing mature lodgepole pine in the permit area should be cut to produce slash or other reason, this should be proposed to the Division as a technical revision, since it may involve additional reclamation needs. The head scarp above the east wall of the North Pit seems to exhibit some slowing in the rate of movement, since many areas appear to be silting in and revegetating. There are still steep outcrop faces and narrow, vertical cracks, but evidence suggests that they have existed as such for some time now. Movement here and downslope was caused by groundwater in and near the fault, and loss of a the natural buttress at the toe of the ridge. Adequate moisture control and slope stabilization may not be possible until earthwork can be performed at the top of the ridge to eliminate entry of water. If the operator wishes to propose a plan for such work, that is not currently part of the file, a technical revision may be needed. The shop and other buildings are in good condition. The roads which continue to be needed are in good condition; other roads are becoming reclaimed, as required by the permit. There is an accumulation of parts and small equipment out on