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-roll <br />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 Realignment 74201125N0. 10.12.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 10.06.13 thru 10.12.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />I S <br />Work Shifts <br />- <br />D <br />D <br />D <br />D <br />DID <br />- <br />N <br />N <br />N <br />N <br />N <br />IN <br />D = Day Shift N = Night Shift <br />w = Weather Day <br />Ambient Temperature Ranges for reporting period: <br />Low: 25 °F — 357 <br />High: 48 °F — 63 °F <br />Weather conditions for reporting period: <br />Cloud Cover: Partly Cloudy / Cloudy <br />Precipitation: Rain /Snow <br />Wind: Calla 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 />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil ! Overburden Stripping: During this reporting period, topsoil materials were observed being hauled to <br />area 34 stockpile from west of the crib wall and near Bench "C ". <br />Production drilling: Occurred during this reporting period within the planned VLF limits. <br />Three 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 2:1 slope near "C" and "F" bench. 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 2;1 cut then compacted near "C" and T" bench close to midway. 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 />See Hwy 67 embankment fill below for additional detail on materials placed. <br />Page 1 of 6 NI LE2 WE 10.12.13.doc <br />