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ame& <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 74201125No. ****. **** 3 May 2014 <br /> Location: Cripple Creek & Victor Gold Mine, Colorado Revised <br /> Contractor: Ames Construction Co. Inc. <br /> Reporting Period: 4.27.14 through 5.3.14 <br /> Days S M 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: 35°F to 62°F Cloud Cover: Partly cloudy. <br /> Low: 16°F to 37°F Precipitation: None <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 /> I) 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 placed material into Cat 777 haul trucks at the PSSA floor downslope of stations B5+00 to B6+00, <br /> Al8+00, and ADR haul road stations 0+00 to 10+00. A John Deere 850 excavator loaded Cat 740 haul trucks with <br /> shot rock down slope of stations C1+00 to C3+00. Material from both locations was transported to the ADR haul <br /> road fill near stations 55+00 through 72+00 and placed as structural fill using a Cat D9 dozer. A Cat CS56B smooth <br /> drum roller compacted fill while a Cat 330 excavator equipped with a rock hammer broke apart oversize material. <br /> The structural fill was placed and compacted per project specification. A few select 740 loads were also hauled to <br /> the Rip Rap pre-screen stockpile. <br /> Two Cat D10 dozers pushed material downslope to the ADR haul road fill area near stations 65+00 to 70+00. The <br /> dozers placed the material as structural fill in approximately 24 inch lifts and each lift was compacted by a Cat <br /> CS56B smooth drum roller per project specification. <br /> A Cat 345 excavator loaded Cat 740 haul trucks with structural fill cut upslope of stations 1­16+00 to H8+00. The <br /> material was transported to the Buttress fill area near stations JO+00 to J4+00 and placed as structural fill using Cat <br /> Page I of 7 MLE2 WE 3 May 2014.doc <br />