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C1C <br />&V <br />Squaw Gulch (VLF), <br />CREEK & <br />67 Realigni <br />TOR GOLD MINING Co. <br />Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek &Vic for Gold Minim Co. Project Number: Date <br />Project: Squaw Gulch (VLF), Hwy 67 Realignment 74201125N0. * * * *. * * ** 06.15.20 13 <br />Location: Cripple Creek & Victor Gold Mine, olorado <br />Contractor: Ames Construction Co. Inc. , <br />R� porting Period:! 06.09.13 thru 06.15.13 <br />Ambient Temperature Ranges for <br />Low: 43 °F — 48 °F <br />High: 72 °F — 80T <br />Ames: Night shift was not in operf <br />Amec: None <br />Project Issues: None at this time <br />Planning: Continuing Construction <br />CONSTRUCTION ACTIVITIES and <br />1) Earthworks <br />A) VLF (Phase 1) <br />Topsoil Stripping: <br />An Amec field representative o <br />the VLF Phase I limits and thi <br />were removed in various loci <br />transport the topsoil to area 34 <br />Structural Fill: <br />Production drilling was per <br />locations within the Phase I <br />Four production blasts's occur <br />trucks and used as structural fi <br />An Amec field representative c <br />(See Figure 1). A Cat D10 and <br />compacted each lift with a mini <br />An Amec field representative <br />during all shifts. Average strut <br />Page I of 6 <br />period, Weather conditions for re orting period: <br />( Cloud Cover: Cloudy / partly Cloudy /Clear <br />Precipitation: Light P.M. Showers <br />Wind: Calm to Gusts at times <br />n on Saturday 6 15.13 <br />i <br />ivities and scheduling for VLF and HWY 67. <br />'ROGRESS: <br />served topsoil being removed during this reporting period in several locati ns within <br />North Slope abutment for Hwy 67 embankment. Approximately 6 inches to 2 feet <br />ons throughout tt'e project site. Cat 740 articulating haul trucks were LtiliZed to <br />tockpile. <br />n-d during this reporting period within the planned limits of the PSSA and several <br />aw Gulch VLF. <br />d during this reporting period. Material generated was transported by Cat 777 haul <br />within the HWY 6T embankment. <br />I <br />served the place ent and compaction of structural fill for the HWY 67 embankment. <br />Cat D8 were util%ed to push and place structural fill in 18 to 24 inch loose lifts, then <br />ium of 4 passes (by Method specification) using a Cat 563 smooth drum roller. <br />onitored structural fill material temperatures placed within the Hwy 67 embankment <br />ral fill temperatures were above 32 °F <br />r MLE2 WE 0§. 1 5.13.doc <br />ays <br />S' <br />M <br />T <br />W <br />T <br />F <br />S <br />Wo�k <br />Shifts <br />DI <br />D <br />D <br />D <br />D <br />D <br />D <br />-j N <br />N <br />N <br />N <br />N <br />- <br />D = DaJ <br />Shift N = Night Shift <br />W = Weather <br />Day <br />Ambient Temperature Ranges for <br />Low: 43 °F — 48 °F <br />High: 72 °F — 80T <br />Ames: Night shift was not in operf <br />Amec: None <br />Project Issues: None at this time <br />Planning: Continuing Construction <br />CONSTRUCTION ACTIVITIES and <br />1) Earthworks <br />A) VLF (Phase 1) <br />Topsoil Stripping: <br />An Amec field representative o <br />the VLF Phase I limits and thi <br />were removed in various loci <br />transport the topsoil to area 34 <br />Structural Fill: <br />Production drilling was per <br />locations within the Phase I <br />Four production blasts's occur <br />trucks and used as structural fi <br />An Amec field representative c <br />(See Figure 1). A Cat D10 and <br />compacted each lift with a mini <br />An Amec field representative <br />during all shifts. Average strut <br />Page I of 6 <br />period, Weather conditions for re orting period: <br />( Cloud Cover: Cloudy / partly Cloudy /Clear <br />Precipitation: Light P.M. Showers <br />Wind: Calm to Gusts at times <br />n on Saturday 6 15.13 <br />i <br />ivities and scheduling for VLF and HWY 67. <br />'ROGRESS: <br />served topsoil being removed during this reporting period in several locati ns within <br />North Slope abutment for Hwy 67 embankment. Approximately 6 inches to 2 feet <br />ons throughout tt'e project site. Cat 740 articulating haul trucks were LtiliZed to <br />tockpile. <br />n-d during this reporting period within the planned limits of the PSSA and several <br />aw Gulch VLF. <br />d during this reporting period. Material generated was transported by Cat 777 haul <br />within the HWY 6T embankment. <br />I <br />served the place ent and compaction of structural fill for the HWY 67 embankment. <br />Cat D8 were util%ed to push and place structural fill in 18 to 24 inch loose lifts, then <br />ium of 4 passes (by Method specification) using a Cat 563 smooth drum roller. <br />onitored structural fill material temperatures placed within the Hwy 67 embankment <br />ral fill temperatures were above 32 °F <br />r MLE2 WE 0§. 1 5.13.doc <br />