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• (Page 2) <br />MIr7E ID # OP. PROSPECTING ID # M-77-342 <br />INSPECTION DATE 5124199 INSPECTOR'S INITIALS ACS <br />OBSEP.VATIONS <br />Three primary elements related to the Henderson Mill site and the reclamation permit were addressed <br />through this inspection; (11 Inspection of the acreage under consideration for release from the permit <br />area under Acreage Reduction Revision AR-001, (2) Inspection of the acid storage yard outside and just <br />north of the mill building, (3) Inspection of the ore conveyor corridor currently under construction. <br />The acreage under consideration for release from the permit area is located in Lost Creek up gradient <br />fzom the proposed Lost Creek dam and reservoir site. The proposed release acreage was field located <br />using the topographic maps included in the AR-001 submittal. The acreage has been subject to timber <br />harvest ae some time in the past, but there has been no mining, mineral processing or other disturbance <br />related to the Henderson Mine and Mill reclamation permit. The logged area has stabilized through the <br />establishment of grass and the regrowth of small trees. Based on these observations, AR-001 will be <br />approved. An approval letter will be sent under separate cover. <br />The acid storage yard is the location of two 50,000-gallon tanks used to store hydrochloric (HC1) acid <br />for use in the milling circuit. A leak developed in the south tank during May 1999. A portion of [he <br />HC1 from the leaking tank was transferred to the north tank by an emergency dedicated transfer pump, <br />but the seals in the pump failed before the transfer was complete. The HC1 that leaked from the tank <br />was fully contained in the bermed tank basin. This basin is lined and filled with crushed limestone <br />for acid neutralization. <br />The ac i3 storage yard is an Environmental Protection Facility as defined in Rule 1.1(15) of the Hard <br />Rock/Metal Mining Rules and Regulations. The Environmental Protection Plan (EPP) describes the <br />facility as having primary containment Sthe tanks), and secondary containment of an 84,000-gallon <br />bermed basin lined with limestone. The acid storage facility has been substantially upgraded since the <br />submittal of the EPP. Zn particular, a geomembrane has been installed in the secondary containment <br />basin, the emergency transfer pump described previously has been installed, double piping has been <br />installed to transfer the HC1 into the mill, and concrete curbing has been installed to contain any <br />spills that may occur during tank filling operations. The operator should provide a report to update <br />the EPP and incorporate improvements in the acid storage yard into the plan. <br />The four topsoil stockpiles related to construction of the conveyor corridor were inspected. The <br />largest topsoil stockpile is located at the north end of East Branch reservoir adjacent to the County <br />Road. Side slopes of this stockpile were measured with an Abney level to be as steep as 28 degrees or <br />1.9H:1V. Silt fence had been installed around the down gradient perimeter of the stockpile, but many <br />lengths of the silt fence were in need of maintenance. A crew was working on silt fence repairs aC the <br />time of this inspection. There are two topsoil stockpiles located at the south end of East Branch <br />reservoir. One of these piles contains the topsoil salvaged from wetlands disturbed during conveyor <br />construction. This wetland soil will be used during construction of wetland cells this summer in <br />accordance with the individual 904 permit issued for the project. Side slopes on the topsoil pile <br />located east of the north conveyor access road were measured to be as steep as 25 degrees or 2.1H:1V. <br />The silt fence around this pile was in need of maintenance. The fourth topsoil stockpile is located <br />adjacent to the REC-6 rectifier, just west of the ore haulage rail line. Potential problems with the <br />configuration of this pile were noted during the 8/6/98 DMG inspection of the site. Since that time, <br />the pile has been sloped to 3H:1V and is now in a stable configuration. <br />All of the topsoil s[oc kpiles were hydroseeded and mulched at the end of the 1998 construction season. <br />Some germination of grass was observed on all piles, but it is coo early to make an assessment of <br />whether the vegetation established through the 1998 seeding will be adequate to provide long term <br />stabilization of the stockpiles. Until a stand of grass is es Cablished on the stockpiles, silt fence <br />or other runoff controls must be maintained. The terms of the topsoil stockpiling plan approved in <br />amendment AM-03 to the Henderson reclamation plan specify that "stockpiles will be graded to slopes no <br />greater than 3H:1V in contoured configurations within one month of the topsoil salvage operation.' As <br />documented above, this permit condition has not been adhered to for the three stockpiles around East <br />Branch Reservoir. It was discussed on site that topsoil from these three stockpiles would be used in <br />