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ORIGINAL -PUBLIC FILE <br />(Page 2) <br />MINE ID # OR PROSPECTING ID #: +U_I9Rn_~ae <br />INSPECTION DATE: 12/~9ind INSPECTOROS INITIALS: -B~ <br />OBSERVATIONS <br />The Division conducted a bi- monthly monitoring inspection of the site on <br />12/29/04. The area had received measurable snow the night before which was <br />evident on the ground. Present during the inspection was Jeff Campbell of <br />CC&V. Inspected the Phase I, II, III AND IV leach pad areas and re-corded <br />the following readings from the High and Low Volume Solution Collection <br />Transducers. <br />Phase I High Volume solution collection transducer # 1 read out meter was <br />not functioning; Jeff said that the electricians want to replace the meters <br />when they pull out the pumps. Since there are two transducer meters and <br />piezometer for the high volume, pregnant solution collection area, the fact <br />that the # 1 high volume transducer is not working does not hinder the fact <br />that the pregnant pond is functioning as approved by the MLRD BOARD. # 2 <br />was at 48. And # 3 was at 49.1. Piezometer for the pond was at 47.8 feet. <br />Low volume transducer # 1 was at.24 and #2 was at .63. <br />Phase II & III High Volume solution collection transducer #4 was recorded <br />at 37.6 # 5 was at 35.4 and # 6 was at 39.3. Low volume transducer # 1 was <br />at .14 and # 2 was at .34. Piezometer for the pond was at 39.4 feet. <br />Phase IV High Volume solution collection transducer # 7 was recorded at <br />29.9 # 8 was at 29.1 # 9 was at 30.5 and # 10 was at 30.8. Low volume <br />solution collection transducer # 1 was at 12.7 and # 2 was at 8.0 inches of <br />hydrostatic head. (All hydrostatic head readings are in feet unless <br />otherwise noted) <br />Inspected the external pond, it was holding a partially frozen water. While <br />in the area recorded the following readings from the low volume solution <br />collection transducers. # 1 was at 12.1 and # 2 was at 10.7 inches of hydro <br />static head. <br />Inspected the under drain area, all surface water diversion structures in <br />the area were in good repair. Both the south under drain and flinch pipe <br />were discharging. <br />I & E Contact Address <br />NAME: MR PHIL BARNES Harry Posey (e-mail) <br /> cc: I' CE <br />OPERATOR: CC&V I' BL <br />STREET: P n RnX 191 t FS <br /> I' H W <br />CITY/STATE/ZIP: yICTnR cCl ~aAnC Rna~n ~ HMWMD (CH) <br /> <br /> t SE <br /> t WQCD (CH) <br />CC: I' OTHER <br />