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CRIPPLE CREEL{ & VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF), HWY 67 Realignment Field Monitoring Summary Weeldy Report <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: Date <br />Project: Squaw Gulch (VLF), Hwy 67 Realigrvnent 74201125NO. *%. x °° 10.19.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 10.13.13 thru 10.19.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Worli Shifts <br />D <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 reporting period: <br />Low: 19 °F — 28 °F Cloud Cover: Partly Cloudy / Cloudy <br />High: 33"F — 53T Precipitation: Rain/Snow <br />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) Earthworlis <br />A) VLF (Phase 1) <br />Topsoil / Overburden Stripping: During this reporting period, topsoil materials were observed being stripped near <br />Sta. A8+00 and A10+00 within the VLF limits. <br />Production drilling: Occurred during this reporting period within the planned VLF limits. <br />Four production blasts' 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 the PSSA Toe Berm and the planned VLF slope near "A" bench Sta,A5+00. In addition slope grading occurred <br />on the PSSA toe berm. <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 existing railroad cut then compacted near "A" Sta. A5+00 bench, Materials <br />used as fill were placed in 24 inch loose lifts and compacted by method specification utilizing a Cat CS56B Smooth <br />Drum roller. <br />Grading occurred on the VLF slope between ADR haul road Sta. 64+00 and Sta. 22+00. Materials generated were <br />used as fill adjacent and below dump 4, Compacted was achieved by method specification utilizing a smooth drum <br />roller. <br />Page 1 of 6 MLE2 WE 10.19.13.doc <br />