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ORIGINAL -PUBLIC FILE <br />(Page 2) <br />MINE ID # OR PROSPECTING ID #: ti+-~ aan-gee <br />INSPECTION DATE: 4~].]/m INSPECTORaS INITIALS: ~_ <br />OBSERVATIONS <br />The Division conducted a monthly inspection of the site on 4/11/07. Present during the <br />inspection were Tim Comer, Gary Goodrich & Mark Vanonni. <br />Prior to the physical inspection a brief meeting was held at the office with Lowell <br />Billingly Manager of the engineering and Geology group, about CC&V's plan to move the <br />engineering and Geology group into a new building. CC&V wants to build a new office <br />building in the parking faculty at the Iron clad According to Lowell, the faculty will <br />be approximately 9,000 square feet. The building material had not been determined yet, but <br />as far as the Division is concerned as long as the Division receives adequate schematics <br />of the building and the material it is going to be constructed from, and is submitted as <br />part of a TR, we will be able to calculate the needed warranty to demolish the building <br />and reclaim the area. <br />Inspected the Cresson pit Ares. The main Cresson and East Cresson (Wildhorse) area were <br />active. Storm water diversion structures in the area were found to be in good repair. <br />Eackfilling of the East Cresson pit is continuing. No problem noted. <br />Inspected the old Pad #3 & 4 areas. Spent ore removal in anticipation of the mine <br />extension is continuing. Ponds 6, 7 & 8 are in the process of being reclaimed. Liner has <br />been folded and overburden is placed as backfill and final contour and grading should be <br />completed by next month. <br />Inspected the Phase I, I2, I1&IV Leach pad areas and collected the following readings from <br />the High and Low Volume Solution Collection Transducers. <br />Phase I High Volume Solution Collection Transducer #1 was recorded at 7.0 (read out meter <br />still not functioning) #2 was at 40.6 and # 3 was at 41.0 piezometer for the pond was at <br />50.1 feet. Low Volume solution collection transducer #1 was recorded at .20 and # 2 was at <br />.31. Phase II &III High Volume solution Collection transducer # 4 was recorded at 26.0 # <br />5 was at 27.3 and # 6 was at 25.5. piezometer for the pond was at 27.3 feet. Low volume <br />transducer # 1 was at4. and #2 was at.50 <br />Phase IV High Volume Solution Collection Transducer # 7 was recorded at 27.0, #8 was at <br />27.3, #9 was at 25.5 and # 10 was at 26.9. Low Volume transducer # 1 was at 17.2 and # 2 <br />was at 8.1 inches of hydrostatic head. <br />Inspected the External pond, it was holding a small amount of water, all the frozen water <br />noted during the last inspection has melted. Low volume Solution Collection transducer # 1 <br />for the pond was recorded at 9.5 and # 2 was at 11.4 inches of hydro static head. <br />Inspected the under drain area, both the south and 4 inch pipes were discharging at about <br />the same flow rate as was noted during the last inspection. The north under drain and <br />solid 24 inch pipes were dry. All lower ponds were dry. <br />I & E Concoct Address <br />NAME: T!M COMER <br />OPERATOR: CCAV <br />STREET: P_(~.ROX 191 <br />CITY/STATE/ZIP: Vicme crn naanC RnR~n <br />cc: I' CE <br />t BL <br />r FS <br />t HW <br />t HMWMD (CH( <br />