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a <br />amecy <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. * * * *. * * ** 1.25.2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 1.19.14 thru 1.25.14 <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 />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: 6°F to 24 °F Cloud Cover: Snow Thursday; otherwise, mostly clear <br />High: 20°F to 46"F Precipitation: None <br />Wind: Variable <br />I <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 />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil 1 Overburden Stripping: No topsoil or overburden stripping occurred this week. <br />Production drilling: Production drilling occurred during this reporting period within the VLF limits. <br />Production blasting: Five blasts occurred within the VLF. <br />Structural Fill: <br />Cat dozers continued pushing material downslope near stations A14 +00 and B16 +00 where it was placed into Cat <br />777 haul trucks by a Cat 992G loader. The material was transported to the buttress fill adjacent to Dump 4 and was <br />placed in approximately 24 -inch lifts by a Cat D9 dozer. A Cat 330 excavator rock hammer broke oversized rock <br />while a Cat smooth drum vibratory roller compacted the lifts per method specification. <br />A Cat D10 pushed material downslope from Dump 4 east of the Phase 2 Diversion Channel area where it was <br />placed as fill in approximately 3 foot lifts by a Cat dozers. The lifts were compacted per method specification by a <br />Cat vibratory smooth drum roller. <br />A John Deere 850 excavator loaded 740 haul trucks with material removed near station Q4 +00. The material was <br />hauled in between stations E1 +00 and C6 +00 and placed using a Cat D8 GPS dozer in approximately 24 inch lifts. <br />The lifts were compacted per method specification by a Cat CS56 smooth drum vibratory roller. <br />A John Deere 870 excavator loaded 740 haul trucks with material removed near station FF10 +00. The material was <br />hauled to an area near stations FF1 +00 to F4 +00 and DDO +00 to DD2 +00 and placed using a Cat D8 GPS dozer in <br />Page 1 of 7 MLE2 WE 25Jan14.doc <br />