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MINE ID # OR PROSPECTING ID #: M-~9RO-~aa <br />INSPECTION DATE: 6-1 ~-~~ INSPECTOR'S INITIALS: RK <br />The Division conducted a monitoring and construction progress inspection of the site on 6-12-02. Present <br />during the inspection were Tim Comer and Mark Tidquist of CC8cV and Harry Posey of the Division. The <br />physical inspection of the site began around the ARD expansion area, work was progressing, and no major <br />problem noted. Continued the inspection to the Phase IV (a) area, both clay and geomembrane liner work <br />was being conducted. The geomembrane work was mainly repair work. Due to the clay not meeting the <br />required moisture content only compaction work was anticipated through the day. According to Golder QA/ <br />QC personnel, they do not anticipate geomemebarne deployment work until the next day. The already <br />deployed area was walked and inspected, no major problem noted. Continued the inspection to the Primary <br />& secondary and LOB area for Phase IV. According to Mark Tidquist, the work in the area should be <br />completed by the end of next month. Storm water drainage in the area, appeared to be adequate and in <br />good repair. <br />Inspected the South Cresson mine pit, it was not active at the time of the inspection, no problem noted. <br />Continued the inspection to the East Cresson area where the active mining was taking place. Observed the <br />mining and loading activity in the area. Continued the inspection to the external pond area, the water and <br />sediment was being pumped out by Ames Construction. According to Mark Tidquist, once all the sediment <br />and water is pumped out, Golder will walk the liner to identify any defects and Poly Flex will implement any <br />repair work as necessary. While in the area, the following readings were recorded from the Low volume <br />solution collection transducers. # 1 was recorded at 11.4 inches of head and # 2 was recorded at 9.2. <br />Inspected the Phase II pregnant solution collection area and recorded the following readings from the High <br />and Low volume solution collection transducers. High Volume tarnsducer # 4 was recorded at 14.0 # 5 was <br />recorded at 19.0 and # 6 was recorded at 27 .8. Low Volume transducer # 1 was recorded at .13 and #2 <br />were recorded at .17. All readings are in feet of hydrostatic head. Continued the inspection to the <br />underdrain areas, both the 4-inch and south underdrain 24-inch pipes were discharging but very small <br />amounts, a reflection of the drought conditions. The North underdrain was dry. No problem noted . <br />I & E Contat Address <br />NAME: PHIL BARNES <br />OPERATOR: CC&V <br />STREET: P.O.BOX 191 <br />CITY/STATE/ZIP: VICTOR, CO 80860 <br />James Stevens <br />cc: ^ CE <br />^ BL <br />^ FS <br />^ HW <br />^ HMWMD (CH) <br />^ SE <br />^ WQCD (CH) <br />^ OTHER <br />