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All <br /> amec <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 Re-alignment 74201125N0. ****. **** 12 April 2014 <br /> Location: Cripple Creek& Victor Gold Mine, Colorado Revised <br /> Contractor: Ames Construction Co. Inc. <br /> Reporting Period: 4.06.14 through 4.12.14 <br /> Days S M I T I W I T F S <br /> Work Shifts - D D D D D D <br /> D=Day Shift N=Night Shift W=Weather Day <br /> Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br /> High: 36°F to 58°F Cloud Cover: Partly cloudy to overcast. <br /> Low: 34°F to 27°F Precipitation: Snow April 7,2014 <br /> Wind: Variable <br /> Ames: Continuing construction tasks for the VLF. <br /> Planning: Continuing construction activities and scheduling for the VLF. <br /> CONSTRUCTION ACTIVITIES and PROGRESS: <br /> 1) Earthworks <br /> A) VLF(PSSA, Phase I, Phase II) <br /> Topsoil I Overburden Stripping: No topsoil stripping occurred. <br /> Production drilling: Production drilling occurred within the VLF limits. <br /> Production blasting: Four(4)production blasts occurred within the VLF. <br /> Structural Fill: <br /> A Cat 992 loader removed material from down slope of stations 68+00 to B10+00 and ADR Haul Road stations <br /> 5+00 to 10+00. The material was hauled in Cat 777 haul trucks to the ADR haul road fill near stations 51+00 to <br /> 54+00 and the buttress fill down slope from stations J6+00 to J10+00 and J12+00 to J14+00 and was placed as <br /> structural fill by Cat dozers. The structural fill was placed and compacted per project specifications. <br /> A Cat 320 excavator and a Cat 330 hammer worked on cutting the%2:1 slope to grade while a Cat dozer stockpiled <br /> the cut material for removal. A John Deere 870 excavator removed the material from the'/2:1 slope between station <br /> AO+00 and the Highway 67 tie-in on the Cripple Creek side. The material was transported using Cat 740 haul <br /> trucks for placement as structural fill in the buttress fill down slope of stations J6+00 to J14+00,the Midway fill <br /> upslope of stations HO+00 to H2+00, and at the PSSA embankment fill. The structural fill was placed and <br /> compacted per method specifications. Select loads were also transported to the riprap pre-screen stockpile for <br /> processing. <br /> Page 1 of 7 MLE2 WE 12 April 2014.doc <br />