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(Page 2) MINE ID # OR PROSPECTING ID #: ~-i9Rn-9dd INSPECTION DATE: in-~n_n~ INSPECTOROS INITIALS: ~_ OBSERVATIONS The Division conducted a monitoring and construction progress inspection of the Phase I, II III AND IV areas on 10-2-03. Present during the inspection were, Phil Barnes and Mark Tidquist of CCBV. Inspected the ARD additional SPILL Containment area. The inspection began around the Phase IV pregnant solution collection area. The recently deployed pad was being leached at the time of the inspection. The following readings were taken from the Phase IV, high and low volume solution collection transducers. Low volume solution collection transducer # 1 was recorded at 7.2 # 2 was at 2.4. (All readings are In inches of hydrostatic head). High volume collection transducer # 7 was recorded at 14.6 # 8 was of 15.8 and #9 was at 16.4 (All readings were in feet of hydrostatic head). Inspected the recently deployed ore that was being leached at the time of the inspection, according to Phil, the additional work force hired to plow the upper portion of the pad to facilitate added percolation is progressing well, no major problem was noted. CC&V is still utilizing a D6 to furrow the upper layer for Increased percolation. He also stated that the CC&V is working diligently to find a permanent solution. Inspected the ARD ADDITIONAL SPILL PREVENTION AREA, NO MAJOR PROBLEM NOTED. Inspected the external pond, it was still holding some water, no problem noted. According to Phil, as soon as it (the water) Is needed, it will be pumped back onto the pad as make up water. While in the area, the following readings were recorded from the low volume solution collection transducers. Transducer # 1 was recorded at 11.4 and # 2 was at 13.3 inches of hydrostatic head. Pond level was of 13.5 feet Inspected the Phase I and II High and Low volume solution collection systems and recorded the following readings from the transducers. Phase I, High volume solution collection transducer # 1 was recorded at 42.2 # 2 was at 44.4 and # 3 was at 44.3. Piezometer was at 46.9. Low volume for Phase I was recorded at .22 and # 2 was at .35 (ALL READINGS ARE IN FEET OF HYDROSTATIC HEAD) Phase II High Volume Solution Collection transducer # 4 was recorded at 23.7 #5 was at 13.6 and # 6 was at 21.8. Piezometer was recorded at 28.7 Low volume solution collection transducer # 1 was recorded at .15 and # 2 was at .71. (All transducer readings unless noted are in feet of Hydrostatic Head). Inspected the under drain area, both the south and 4 Inch pipes were discharging at the time of the inspection, the north under drain was still dry. The discharge from the two pipes was being pumped back onto the pad. I & E Contact Address NAME: MR PHIL BARNES OPERATOR: CCBV STREET: P n Bl~x 191 CITY/STATE/ZIP: VIC'TC)R Cnl (~RAI~n RORbn CC: Harry Posey (e-mail) cc: r CE r BL r FS r HW r HMWMD (CH) r r SE r WOCD (CH) r OTHER