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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. * * * *. * * ** 08. 24.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 08.18.13 thru 08.24.13 <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: Weather conditions for reportinug�eriod: <br />Low: 47 °F — 55 °F Cloud Cover: Clear/ partly Cloudy /Cloudy <br />High: 72" F — 79T Precipitation: P.M. Rain <br />Wind: Calm to Gusts at times <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 / Overburden Stripping: During this reporting period, overburden materials were observed being pushed into the <br />toe of the Ball Mill fill to mine clay at the VLF borrow site. In addition, intermittent soil stripping occurred in the Raven Hill area. <br />Stripping is expected to continue as needed. <br />Production drilling was performed during this reporting period near design bench "C" from approximate Stations <br />C3 +00 thru C7 +00 and C14 +00 — C16 +00, and bench Al within limits of the VLF. Production drilling is expected to <br />continue. <br />Four production blasts' occurred during this reporting period within planned VLF Phase I limit's. <br />Structural Fill: The contractor continued fill operations and compaction by method specification for the ADR haul <br />road and the PSSA toe berm. Structural fill materials were hauled with several 777 haul trucks to approximate ADR <br />haul road Sta.38 +00 — 49 +00 and Sta. 72 +00 — 84 +00. In addition 777 haul trucks hauled structural fill materials to <br />the PSSA toe Berm. A Cat D8T and a Cat D10T were utilized to spread the materials placed. Compaction was <br />archived by method specification utilizing a Cat 563 and a Cat CS56B Smooth Drum roller. Progress is expected to <br />continue. <br />An amec field representative observed a Cat 330BL working the slope at diversion pond 2, North of area #34 <br />stockpile during this reporting period. <br />See Hwy 67 embankment fill below for additional detail on materials placed. <br />Page 1 of 7 MLE2 WE 08.24.13.doc <br />