Laserfiche WebLink
!mJl <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. * * * *. * ** 11.162013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 11.10.13 thru 11.16.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />I F <br />I S <br />Work Shifts <br />D <br />D <br />D <br />D <br />ED <br />D = Day Shift N = Night Shift <br />w = Weather Day <br />Ambient Temperature Ranges for reporting period: ' Weather conditions for reporting period: <br />Low: 21 F to 3 1 T Cloud Cover: Clear to partly cloudy. <br />High: 34T to 52T Precipitation: None. <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 />1) Earthworks <br />A) VLF (Phase 1) <br />Topsoil / Overburden Stripping: No topsoil / or over burden stripping occurred during this reporting period. <br />Production drilling: Production drilling occurred during this reporting period within the planned VLF limits. <br />Production blasting: Five blasts occurred during this reporting period within planned VLF limits. <br />Structural Fill: <br />Structural fill materials were placed and compacted at the ADR haul road fill primarily near stations 67 +00 to 70 +00. <br />A Cat D10T was used to spread the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum <br />roller by method specification. Any oversized material encountered 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 between Dump 4 and the Ball Mill fill primarily <br />between approximate stations H24 +00 to H30 +00. A Cat D9T was used to spread the loose lifts and compaction <br />was achieved utilizing a Cat CS56 smooth drum roller by method specification. Any oversized material encountered <br />was broken with a Cat excavator hammer -hoe. <br />D8 dozers placed fill near station A5 +00 to A8 +00. A Cat smooth drum vibrating roller compacted lifts placed in the <br />fill area per method spec. <br />Page I of 6 MLE2 WE 11.16.13.doc <br />