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J <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 74201125N0. * xx 2,22.2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 2.16.14 through 2.22.14 <br />Days <br />S <br />117 <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />- <br />D <br />I) <br />D <br />D <br />D <br />D <br />D = Day Shift H = Holiday W = Weather Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />Low: 2 °F to 26 °F Cloud Cover: Partly cloudy <br />High: 16°F to 43 °F Precipitation: None <br />Wind: Variable <br />Ames: Continuing construction tasks for the Historical Crib Wall, South MSE Wall, and VLF. <br />Planning: Continuing construction activities and scheduling for Historical Crib Wall, South MSE Wall, and VLF. <br />CONSTRUCTION ACT IVITIES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil 1 Overburden Stripping: No topsoil stripping occurred. <br />Production drilling: Production drilling occurred during this reporting period within the VLF limits. <br />Production blasting: Five (5) production blasts occurred within the VLF. <br />Structural Fill: <br />Cat dozers fed a Cat 992G loader with structural fill from near stations A19 +00 to A20 +50 and stations 1311 +00 to <br />B16 +00. The structural fill was loaded into 777 haul trucks and transported to the buttress fill area adjacent to <br />Dump 4 and to the ADR haul road between stations 50 +00 to 56 +00. The structural fill was placed and compacted <br />according to project specification. A John Deere 850D excavator also dressed the rough grade on the outboard <br />slope, with excess materials placed in structural fill on the road. <br />Cat dozers rough graded the slope and pushed down material from above stations DD6 +00 to DD16 +00 and <br />FF8 +00 to FF10 +00. The material was stockpiled for removal. <br />A John Deere 870 excavator and Cat 740 haul trucks removed material for near stations FF8 +00 to FF10 +00 for <br />placement as structural fill near stations FFO +00 to FF4 +00. The structural fill was placed and compacted per <br />method specification. <br />Dozers rough graded the slope and pushed down material near stations C2 +00 to C5 +00 where it was stockpiled. <br />Page 1 of 7 MLE2 WE 22 Feb] 4.doc <br />