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Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />- <br />D <br />D <br />D <br />D <br />D = Day Shift N = Night Shift <br />c c <br />& v <br />CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (Colorado) <br />Squaw Gulch (VLF), HWY 67 Realignment Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek & Victor Gold Mining Co. <br />Project: Squaw Gulch (VLF), Hwy 67 Realignment <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 01.27.13 thru 02.02.13 <br />Project Number: Date <br />74201125N0. * * * *. * * ** 02.02.2013 <br />Ambient Temperature Ranges for reporting period: LWeather conditions for reporting period: <br />Low: -4 °F — 29 ° F Cloud Cover: Clear and Cloudy at times <br />High: 18 - 42 °F Precipitation: Snow - None <br />Wind: Gusts at times <br />ame6- <br />Ames: Ames some operations during the shift paused on Tuesday January 29 due to weather, Work resumed on <br />Wednesday 30 and continued into Saturday the 2 11d of February. <br />Amec: None <br />Project Issues: None at this time <br />Planning: Concrete for crossing, construction within the VLF <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase I) <br />Construction of the temporary 740 haul route continues from the area 34 stockpile down into the bottom of squaw <br />gulch to the temporary HWY 67 crossing. <br />Several Cat D-8 dozer's and Cat D-6 LGP dozer's continued to strip topsoil within the planned 740 haul route <br />located within Squaw Gulch, Phase 1 VLF. The route chosen is mostly within the planned "cut" area of the VLF. <br />Visual observations indicate approximately 1 to 1.5 feet of topsoil is being stripped, however some areas observed <br />there was as much as 2 to 2.5 feet of topsoil being removed. On Feb 2^d 2013 the temporary 740 planned haul route <br />completed. The continuation of the VLF haul Route is ongoing. <br />An Amec field representative observed the fill placement and compaction (by method specification) effort's within <br />the Phase I and II Squaw Gulch VLF (see figure 1). A cat 563 smooth drum roller was used for the compaction <br />efforts and a Cat D10 was utilized to strip and push materials as fill. Fill materials were placed in 18 to 24 inch lifts <br />then compacted by Method specification. It should be noted, all required safety berms are constructed in <br />conjunction with the haul route construction. <br />Amec field representative monitored fill material placed during the shifts. Average fill temperatures were above <br />32 °F. <br />Page 1 of 6 MLE2 WE 02.02.13.doc <br />