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(Page 2) <br />MINE ID # OR PROSPECTING ID #: nn_tean_~ae <br />INSPECTION DATE: to-m_ns INSPECTORDS INITIALS: ~- <br />OBSERVATIONS <br />The Division conducted a monitoring and construction progress inspection of the Phase I, 11 III AND IV areas on <br />10-2-03. Present during the inspection were, Tim Comer and Mark Tidquist of CCBV. The area had received <br />measurable precipitation, the night before, which was evident by some ponded water along the main access <br />road. The inspection began around the Phase IV pregnant solution collection area. Work was progressing on <br />connecting power to the main pumps. The low volume solution control switches are scheduled to be moved in <br />to the new shed once the power is connected to the main pumps. Temporary pump and power source was still <br />the only one operating at the time of the Inspection. Readings from the High and low volume solution collection, <br />temporary transducers were as follows. Low Volume transducer # 1 was recorded at 3.4 and # 2 was at 4.8. High <br />Volume solution collection transducer # 1 was recorded at 18.4. (All readings are in inches of hydrostatic head). <br />Inspected the Phase IV B leach pad area, with the exception of approximately 150,000 square feet, all the pad <br />has been lined. According to Mark, Poly Flex plans to complete lining the area, by the end of next week. The <br />lined area both clay and geomembrane, was walked and inspected, no major problem noted. <br />Inspected the recently deployed ore that was being leached at the time of the inspection, no major ponded <br />solution was noted. CC&V is still utilizing a D6 to furrow the upper layer for increased percolation. <br />Inspected the ARD Increased spill prevention area; the clay liner deployment work is completed. According to <br />Mark, Poly Flex plans to begin geomembrane deployment as soon as possible. The deployed clay was walked <br />and inspected, no major problem noted. <br />Inspected the external pond, it was holding some water, no problem noted. While in the area, the following <br />readings were recorded from the low volume solution collection transducers. Transducer # 1 was recorded at <br />10.8 and # 2 was at 13.2 inches of hydrostatic head. <br />Inspected the Phase I and 11 High and Low volume solution collection systems and recorded the following <br />readings from the transducers. Phase I, High volume solution collection transducer # 1 was recorded at 32.2 # 2 <br />was at 35.0 and # 3 was at 34.6 Low volume for Phase I was recorded at .20 and # 2 was at .29 <br />Phase II High Volume Solution Collection transducer # 4 was recorded at 37.4 #5 was at 34.4 and # b was at <br />39.7. Low volume solution collection transducer # 1 was recorded at .16 and # 2 was at .29. (All readings are in <br />feet of Hydrostatic Head). Inspected the under drain area, all three pipes were discharging at the time of the <br />inspection, the discharge was being pumped back onto the pad. No major problem noted. At the end of the <br />physical inspection, the Division requested a revised, storm water management map, which includes all the <br />new small detention basins, ditches, etc. etc. Mr Tidquist agreed to provide a Revised map as soon as possible. <br />I & E Contact Address <br />NAME: MR PHIL BARNES <br />OPERATOR: CC&V <br />STREET: P n RnX 191 <br />CITY/STATE/ZIP: VicmR c~i ~enn~ t3nR~n <br />CC: <br />Harry Posey (e-mail) <br />cc: r CE <br />r BL <br />r FS <br />r HW <br />r HMWMD (CH) <br />r <br />r SE <br />r WQCD (CH) <br />r OTHER <br />