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MINE ID # OR PROSPECTING ID #M-SO-244 4NSPECTION DATE 1-13-00 (Page 2) INSPECTOR'S INITIALS BK The Division conducted a monitoring and construction progress inspection of the Phase II and Phase III areas. Present during the Inspection wee, Mr. Phil Barnes of CC&V. Inspected the Phase III expansion area, work was continuing on underground remediation of the Boylan Shaft,IIGS and IIG 66. Leak Detection trench #4 Bump ie completed. The connection PVC pipe from the phase II sump to the new sump should be completed ae soon ae the remediation work on the Boylan shaft is determined. Moat of the 3", 1200feet in length of this PVC pipe should be in place with in the next week or so. Only the LDS #4 extension of only 1200 feet has this solid 3" PVC pipe. The rest of the LDS systems are utilizing the perforated 3" corrugated pipe. The operator (CCBV) was given verbal approval in the field to replace the corrugated pipe with a solid pipe. The temporary diversion ditch, which is designed for the 100 year 24 hour event w at 19.7$elope ie in place, no major problem noted. Inspected the phase II pregnant solution area. The operator had reworked a portion of the surface water diversion ditch that captures run off along the North Weat side of the Pregnant solution collection system area and routes it to the road ditch below the Toe Dam.The repair work appears to be stable. The riprapped portion of the ditch was in good repair. Inspected the Phase II toe Dam area, it was stable no major surface failures were noted. According to Mr. Barnes the new elopes should be seeded sometime this Spring. The following readings were recorded from the Phase II high volume and Low volume solution collection system transducers. High Volume Pump #4 read 21.4 feet of head, #5 read 21.8 feet of head and # 6 read 25.2 feet of head. Low volume pump # 1 read .43 feet of head and #2 read .20 feet of head. Flow rate read 4 g.p.m. Inspected the undedrain discharge areas. Both 24 inch perforated pipes and the 4 inch pipe were discharging at the time of the inspection. No sample was collected at the time of the inspection. After the inspection, with Division staffs, Sruce Humphries, Dr Jim Pendleton Dr James Stevens, Dr Harry Posey, Mr Jim Dillie and myself present, CCBV gave a brief presentation about the planned Amendment #8 that is expected to be submitted to the Division sometime in March. Present During the presentation from CCBV were, Mr Scott Lewis, Mr Ken Klukedhal, Mr Terry Mnadziak, Mr. Ron Roberts, Mr John Hardaway and Mr John Lupo from Golder and associates, the designing engineer. I & E Contact Address NAME: Scott Lewis OPERATOR CC&V STREET P.O.BOX CITY/STATE/ VICTOR,CO 60860 cc: James Stevens ~ CE ~ BL ~ FS ~ HW