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~~ll~l <br />ASSOCIc'1teS <br />July 16, 2003 <br />Mr. Ron Roberts <br />Cripple Creek & Victor Gold Mining Company <br />P.O. Box 191 <br />2755 State Highway 67 <br />Victor, CO 80860 <br />12E: Summary No. 25: July 6 through July 12, 2003 <br />Cresson Project Phase IVb, c Construction Quality Assurance <br />Dear Mr. Roberts, <br />RECEIVED <br />JUL 2 5 2003 <br />Didision ~f Minerals and Geology <br />Golder Associates Inc. (Golder) is pleased to submit this summary of Phase Nb and c Construction <br />Quality Assurance (CQA) services performed for the Cresson Project during the period of July 6 <br />through July 12, 2003. <br />The weather during this reporting period was clear to cloudy. Approximate daytime low <br />temperatures ranged from 47° F to 57° F, and highs ranged from 81° F to 94° F. Weather <br />observations were made on six days of this seven-day reporting period. <br />Construction Synopsis <br />Ames Construction Inc. (Ames) of Aurora, Colorado is the earthworks contractor for the Phase Nb <br />construction. Ames conducted Phase Nb construction activities on six days of this seven-day reporting <br />period (July 7 through July 12). Poiy-Flex conducted Phase Nb construction activities on five days of <br />this seven-day reporting period (July 7 through July 9, and July I 1 through July 12). <br />Phase Nb <br />Ames conducted slope compaction of subgrade Structural Fill (SF) in preparation for Soil Liner Fill <br />(SLF) placement in the Phase IVb OSA on Substation Hill, east and upslope of the Phase Nb PSSA. <br />Ames exposed approximately 1001inear feet of geomembrane liner at the Phase Nb / Phase I /Phase II <br />tie-in by removing previously placed Drain Cover Fill (DCF) and an access road. <br />Golder Associates Inc. <br />44 Union Boulevard, Suite 300 <br />Lakewood, CO 80228 <br />(303) 980-0450 <br />(303)985-2080 <br />Golder Project No.: 003-2203 <br />Ames continued excavation of the Phase Nb OSA geomembrane anchor trench on the Phase III ore <br />slope 9636 elevation bench, excavating approximately 200 linear feet of anchor trench in preparation <br />