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am <br /> CRIPPLE CREEK &VICTOR GOLD MINING Co. <br /> ANGLOGOLD ASHANTI (COLORADO) <br /> SQUAW GULCH (VLF) & HWY 67 RE-ALIGNMENT MONITORING WEEKLY REPORT <br /> Owner: Cripple Creek&Victor Gold Mining Co. Project Number: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: August 09, 2014 <br /> Location: Cripple Creek &Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 08.03.2014 through 08.09.2014 <br /> Days S I M T W T F S <br /> D D D D D D D <br /> Work Shifts <br /> D=Day Shift N=Night Shift W=Weather clay <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 71OF to 760F Cloud Cover: Overcast to partly cloudy <br /> Lows: 44°F to 55°F Precipitation: Rain: Sun, Mon,Tues,Wed, <br /> Thurs, Fri, Sat. <br /> Wind: Variable <br /> Ames: Continuing construction tasks for the Valley Leach Facility(VLF). <br /> Planning: Continuing construction activities and scheduling for the VLF. <br /> CONSTRUCTION ACTIVITIES AND PROGRESS: <br /> 1) Earthworks <br /> A) VLF(PSSA, Phase 1 and 2) <br /> Topsoil/Overburden Stripping: None. <br /> Tree Grubbing and Clearing,Chipping: None. <br /> Production Drilling: No production drilling was performed within the VLF limits. <br /> Production Blasting: No production blasting took place within the VLF. <br /> Structural Fill: <br /> All structural fill material discussed below was placed and compacted per the technical <br /> specifications. <br /> A Cat loader filled Cat 740 haul trucks with stockpiled structural fill material located at ADR haul <br /> road station 60+00. Cat dozers cut material west of the Anaconda Mine Complex and from the <br /> Ball Mill crossing area. A Cat excavator loaded Cat 740 haul trucks with excess material graded <br /> from the ADR haul road near station '12+00. Material from these areas was transported to and <br /> placed as structural fill upslope of the ADR haul road station 65+00, between stations F8+00 to <br /> F12+00 upslope to stations H4+00 to H8+00, and upslope of stations J12+00 to J14+00. <br /> 2014.08.09-mle2 weekly final.docx Page 1 of 7 <br />