Laserfiche WebLink
CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF), HWY 67 Realignment Field Monitoring Summary Weekly Report <br />�M <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number. Date <br />Project: Squaw Gulch (VLF), Hwy 67 Realignment 74201125N0. * * * *. * * ** 06.08.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 06.02.13 thru 06.08.13 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />- <br />N <br />N <br />N <br />N <br />N <br />N <br />D = Day Shift N = Night Shift <br />W = Weather <br />Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />Low: 44 °F — 49 °F i Cloud Cover: Cloudy / partly Cloudy /Clear <br />High: 55 °F — 88 °F ! Precipitation: P.M. Showers <br />Wind: Calm to Gusts at times <br />i <br />Ames: None <br />Ames: None <br />Project Issues: None at this time <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 Stripping: <br />An Amec field representative observed topsoil being removed during this reporting period in several locations within <br />the VLF Phase I limits. Approximately 6 inches to 2 feet were removed in various locations throughout the project <br />site. Cat 740 articulating haul trucks were utilized to transport the topsoil to area 34 stockpile. <br />Structural Fill: <br />An Amec field representative observed the placement and compaction of structural fill for the HWY 67 embankment. <br />(See Figure 1). A Cat 563 smooth drum roller was used for compaction efforts and a Cat D10 and a Cat D8 were <br />utilized to push and place materials as structural fill in 18 to 24 inch lifts, then compacted by Method specification. <br />Production drilling was performed during this reporting period within the planned limits of the PSSA and several <br />locations within the Phase 1 Squaw Gulch VLF. Material generated was transported by Cat 777 haul trucks and used <br />as structural fill within the HWY 67 embankment. <br />An Amec field representative monitored structural fill material temperatures placed within the Hwy 67 embankment <br />during all shifts. Average structural fill temperatures were above 32 °F <br />Secondary Underdrain: <br />No work was performed on the Secondary underdrain during this reporting period. <br />Page t of 6 MLE2 WE 06.08.13.doc <br />