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cc <br />kv <br />amed�O <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 74201125NO. * * * *. * * ** 2.15.2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 2.02.14 thru 2.08.14 <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 />D =Day Shift H = Holiday W = Weather Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />Low: 12 °F to 31 °F Cloud Cover: Partly cloudy to overcast. <br />High: 32 °F to 42 °F Precipitation: Snow on February 10, 2014 <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 ACTIVITIES and PROGRESS: <br />1) Earthworks <br />A) VLF (Phase 1) <br />Topsoil I Overburden Stripping: No topsoil stripping occurred. <br />Production drilling: Production drilling occurred during this reporting period within the VLF limits. <br />Production blasting: Three (3) production blasts occurred within the VLF. <br />Structural Fill: <br />Cat dozers fed a Cat 992G loader with structural fill from above and below the historical crib wall near stations <br />A22 +00 to B14 +00 and near station A14 +00. The structural fill was loaded into 777 haul trucks and transported to <br />the buttress fill area adjacent to Dump 4. The structural fill was placed and compacted according to method <br />specification. <br />A John Deere excavator, a Cat D8 GPS dozer, and Cat 740 haul trucks were used to cut the slope and remove <br />material to be used as structural fill located near stations A0 +00 to A2 +50 and A4 +00 to A6 +00. The structural fill <br />was placed using a dozer and compacted with a smooth drum roller at the PSSA fill. The structural fill was placed <br />and compacted according to method specification. <br />A John Deere 870 excavator and Cat 740 haul trucks removed shot rock near station C3 +50. The shot rock was <br />placed as structural fill near station C6 +00. The structural fill was placed and compacted per method specification. <br />Cat dozers rough graded the slope and pushed down material from above stations DD6 +00 to DD13 +00 and <br />FF6 +00 to FF8 +00. A John Deere 870 excavator and Cat 740 haul trucks removed the material for placement as <br />Pale 1 of 7 MLE2 WE 15Febl4.doc <br />