Laserfiche WebLink
"Wil M''k <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. * * * *. * * ** 06.01.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 05.26.13 thru 06.01.13 <br />Days <br />S <br />M <br />T <br />W <br />I T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />-- <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 repo r ipL erioQ___d <br />Low: 33 °F — 49 °F ( Cloud Cover: Cloudy / partly Cloudy /Clear <br />High: 57 *F — 70 °F j Precipitation: None <br />Wind: Calm to Gusts at times <br />I <br />Ames: No Construction activities were performed on Monday 5.27.13 due to holiday observance. Construction <br />is resumed on Tuesday 5.28.13 <br />Amec: 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 I) <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. Several 740 articulating haul trucks were utilized for transporting topsoil to the area 34 stockpile. In addition to <br />topsoil removal, the contractor continued to remove unsuitable materials within the limits of the PSSA. The materials <br />were transported to a designated stockpile with several 740 articulating haul trucks. <br />It should be noted the last of the unsuitable materials were removed from within the limits of the PSSA on Thursday <br />05.30.13. <br />Structural Fill: <br />An Amec field representative observed the fill placement and compaction of structural fill within the Phase I Squaw <br />Gulch VLF and the HWY 67 embankment footprint. (See figure 1). A Cat 563 smooth drum roller was used for the <br />compaction efforts and a Cat D10 and a Cat D8 were utilized to push and place materials as structural fill. Structural <br />fill materials were placed in 18 to 24 inch lifts then compacted (Method specification applies). <br />Page 1 of 6 MLE2 WE 06.01.13.doc <br />