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amec� <br />CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF), HWY 67 Realignment Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: Date <br />Project: Squaw Gulch (VLF), Hwy 67 Realignment 74201125NO. * * * *. * * ** 09.28.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 09.22.13 thru 09.28.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />- <br />D <br />D <br />D <br />D <br />D <br />D <br />- <br />N <br />N <br />N <br />N <br />N <br />N <br />D = Day Shift N = Night Shift <br />w = Weather Day <br />Ambient Temperature Ranges for reporting period: 1 Weather conditions for repo!:d_pg period: <br />Low: 33 °F — 4 V , Cloud Cover: Partly Cloudy / Cloudy <br />High: 47 °F — 69 °F j Precipitation: Drizzle <br />j Wind: Calm to Gusts at times <br />Ames: Continuing construction tasks for HWY 67 and VLF. <br />Planning: Continuing Construction activities and scheduling for VLF and HWY 67. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />1) Earthworks <br />A) VLF (Phase 1) <br />Topsoil I Overburden Stripping: During this reporting period, topsoil materials were observed being stockpiled <br />and hauled to area 34 stockpile from "FF" Bench, West of the Ball Mill Embankment toe, South of the Crib Wall. <br />Production drilling: Drill rigs were observed drilling near bench "C" Approximate Sta. 14 +00 <br />Three production blasts's occurred during this reporting period within planned VLF limits. <br />Structural Fill: The contractor continued fill operations and compaction by method specification for the ADR haul <br />road and planned VLF 2:1 slope near "E" and "F" bench. <br />Structural fill materials were placed and compacted for the ADR haul road. A Cat D8T was used to spread the loose <br />lifts and compaction was achieved utilizing a Cat 563 smooth drum roller by method specification. <br />Structural fill materials were placed from 2:1 cut then compacted along "E" and "F° bench. Materials used as fill were <br />placed in 24 inch loose lifts and compacted by method specification utilizing a Cat CS56B Smooth Drum roller <br />See Hwy 67 embankment fill below for additional detail on materials placed. <br />Note: An Amec field representative monitored structural fill material temperatures placed within the areas of fill <br />during all shifts. Average structural fill temperatures were above 32 °F. <br />Page 1 of 6 MLE2 WE 09.28.13.doc <br />