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Twilm <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 <br />74201125N0. 11.09.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Atnes Construction Co. Inc. <br />Reporting Period: 11.03.13 thru 11.09.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />I S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />D = Day Shift N = Night Shift <br />w = Weather Day <br />Ain bient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />Low: 9 °F — 34 °F Cloud Cover: Dense fog to partly cloudy <br />High: 28 °F — 52T Precipitation: Snow Tuesday. <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 />I) Earthworks <br />A) VLF (Phase I) <br />Topsoil 1 Overburden Stripping: A Cat D8T GPS was clearing and grubbing / pushing surface soils downgradient <br />from stations Q2 +00 to Q4 +00. <br />Production drilling: Production drilling occurred during this reporting period within the planned VLF limits. <br />Five production blasts' occurred during this reporting period within planned VLF limits. <br />Structural Fill: <br />Structural fill materials were placed and compacted at the buttress fill below Dump 4 near Bench H. A Cat D8R and <br />D9R dozer were used to spread the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum <br />roller by method specification. Any oversized material was broken by a Cat 345 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 produced from slope grading behind the Crib Wall adjacent to the Ball Mill fill from <br />Benches "B" and "DD" and along Bench "A" in the vicinity the former Highway 67 roadway. Materials generated <br />were used as fill at the PSSA toe berm and below Dump 4. <br />D8 dozers placed cut to fill near Bench F between approximate stations F12 +00 to F4 +00. The fill was compacted <br />per method spec by a Cat smooth drum roller. <br />Page 1 of 6 MLE2 WE 11.9.13.doc <br />