Laserfiche WebLink
(Page 2) <br />MINE ID # OR PROSPECTING ID #: M-i 9Rn-9ad <br />INSPECTION DATE: -5/1 all n INSPECTORS INITIALS: RK <br />OBSERVATIONS <br />The Division conducted a monitoring and second quarter split sampling inspection of the <br />site on 5/8/10. The main purpose of the inspection was to collect the second quarter <br />split samples from the under drain and ground water compliance well samplings in Areqau <br />Gulch. <br />Present during the water sampling portion of the inspection was Mr. Lawrence Myers, of <br />CC&V, Chief Compliance Coordinator. <br />GW compliance point CRMW-3A and CRMW 3-B, were sampled after each compliance well was <br />purged three pore volumes. A split samples for S04 was collected. Operator also collected <br />for other parameters, including Zinc. The Division, after reviewing the last quarter's <br />data that was submitted, and noticed a bit of an upward trend in the Sulfate readings <br />wanted to collect a split sample. Even though Sulfate is one of the indicators of a <br />probable change in the ore or overburden leachate change from basic to acidic, the PH of <br />the compliance well in Areqau, was still close to neutral(6.57). The Division has asked <br />CC&V to have either Dr. Adrian Brown or one of their resident geochemist to look into the <br />data and explain why the sudden upward movement of the Sulfate in The Areqau Gulch <br />Compliance well. The Division had noticed these sudden upward jumps in the past with <br />drops during the subsequent quarter. This time such a trend was not noticed and the <br />Division wanted to verify the dat by collecting a split sample with the operator. <br />Two split sample for Wad cyanide analysis was collected from the 4 inch pipe (AG-1) and <br />The South Under drain compliance discharge points. Samples were collected by EPA approved <br />bottles supplied by the Colorado Department of Health Environment, placed in ice and <br />delivered before 5:00p.m on 5/13/10. Inspected AG1.5 NPDES discharge area, it was dry. <br />All lower ponds were holding some snow from the recent event. <br />During the active portion of the facility inspection, Mr. Tim Comer, manager <br />Environmental Affairs was present. No liner deployment was taking place at the time of <br />the inspection, due to inclement weather conditions. <br />Inspected Phase I, II, III and IV leach pads and collected the following Readings from <br />the High and Low Volume, solution collection systems. <br />Phase I high Volume Solution Collection Transducer #1 was recorded at 38.2 # 2 was at <br />38.6 and # 3 was at 41.4. Low Volume Solution Collection Transducer # 1 was at 0.39 and # <br />2 was at 0.44, Pizometer for the pond was at 50.8 feet. <br />Phase II & III, High Volume Solution Collection Transducer # 4 was recorded at 32.4 # 5 <br />was at 23.2 and # 6 was at 33.8. Low volume solution collection transducer # 1 was at <br />0.56 and # 2 was at 0.22.Piezometer for the pond was recorded at 33.5 feet. <br />Phase IV high Volume Solution Collection Transducer # 7 was recorded at 26.3 and # 8 was <br />at 26.1 # 9 was at 29.2 and # 10 was at 26.6 Low Volume solution collection transducer # <br />1 was recorded at 14.0 and # 2 was at 10.1 inches of hydrostatic head.( All transducer <br />readings unless noted otherwise are in feet of hydrostatic head) <br />The area of concern that had off liner solution that was reported along the Phase IV <br />pregnant solution collection area is now lined and properly repaired. Drain cover was <br />being deployed at the time of the inspection. Operator will submit the Technical Revision <br />as noted during the April inspection addressing the permanent fix for the area and the <br />additional liner work that will be implemented along the NEW LOB, area as soon as <br />possible. The Division allowed CC&V to commence with the repair work as discussed for <br />this area given the critical nature and the good window of working conditions. Geomemrane <br />liner was deployed on Tuesday 5/11/10. Deployed liner was walked and appeared to be in <br />good repair. P.E CERTIFICATION WILL BE SUBMITTED FOR THIS AREA AS SOON AS THE DRAIN COVER <br />IS PLACED. Two AMEC, QA/QC personnel were present at the time of the inspection.