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i <br />W 1i <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 Gulcli (VLF), Hwy 67 Realignment 74201125N0. ' * * *. * ** 11.02.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 10.27.13 thru 11.02.13 <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 />- <br />D = Day Shift N = Night Shift <br />w = Weatlier Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />Low: 19T — 34 °F Cloud Cover: Clear to partly cloudy <br />High: 37 °F — 52 °F Precipitation: None other than snow Tuesday night. <br />Wind: Calm to gusts at times <br />Ames: Continuing construction tasks for HWY 67 and VLF. <br />Planning: Continuing construction activities and schedulllig for VLF and HWY 67. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase I) <br />Topsoil / Overburden Stripping: No topsoil / overburden stripping activities occurred during this reporting period <br />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: <br />Structural fill materials were placed and compacted for the ADR haul road. A Cat D9T was used to spread the loose <br />lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification and any <br />oversized material was broken with a Cat excavator hammer -hoe. <br />Structural fill materials were placed and compacted at the PSSA toe berm. A Cat D8T was used to spread the loose <br />lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. <br />Structural fill materials were placed and compacted at the buttress fill below Dump 4. A Cat D8T was used to <br />spread the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method <br />specification. <br />Structural fill materials were placed and compacted at UG workings 6167/U6273. A Cat D10T was used to spread <br />the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. <br />Page I of 6 MLE2 WE 11.2.13.doe <br />