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amecmO <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 />74201125N0. * * * *. * * ** 3 May Project: Squaw Gulch (VLF), Hwy 67 Realignment y 2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 4.27.14 through 5.3.14 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />I S <br />Work Shifts <br />- <br />D <br />D <br />D <br />D <br />D <br />D <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 />High: 35T to 62T Cloud Cover: Partly cloudy. <br />Low: 16T to 37°F Precipitation: None <br />I 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 11) <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 />A18+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 1­18+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 1 of 7 MLE2 WE 3 May 2014.doc <br />