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CRIPPLE CREEK& VICTOR GOLD MINING Co. <br /> amec­­­ <br /> ANGLOGOLD ASHANTI (Colorado) <br /> Squaw Gulch (VLF) & HWY 67 Realignment Monitoring Weekly Report <br /> Owner: Cripple Creek&Victor Gold Mining Co. Project Number: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: May 31, 2014 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 5.25.14 through 5.31.14 <br /> Days S I M T W T F S <br /> EHH] D D D D D <br /> Work Shifts - <br /> D=Day Shift N=Night Shift H=Holiday <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 590F to 71OF Cloud Cover:Partly cloudy to overcast <br /> Lows: 390F to 440F Precipitation:Afternoon rain showers <br /> Wednesday through Saturday <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 /Overburden Stripping: Topsoil stripping occurred in the Phase 2 Diversion Channel <br /> East of the Phase 2 Pond; the material was hauled to the Area 34 topsoil stockpile. <br /> Tree Grubbing and Clearing, Chipping: <br /> Clearing or grubbing was performed in the Phase 2 Diversion Channel East of the Phase 2 Pond. <br /> Production drilling: Production drilling was performed throughout the week within the VLF <br /> limits. <br /> Production blasting: One(1) production blast occurred within the VLF. <br /> Structural Fill: <br /> A John Deere 850 excavator, assisted by a Cat GPS D6 dozer, loaded Cat 740 haul trucks with <br /> material between approximate stations A2+00 to A16+00. The material was transported to the <br /> Buttress fill area upslope of stations J6+00 to J14+00 where it was placed as structural fill by a <br /> Cat D9 dozer. Cat dozers also graded the slopes above the Buttress fill area(Dump 4 and the <br /> Ball Mill platform)pushing excess material to the fill area as structural fill placement. All structural <br /> fill was placed and compacted per project specifications. <br /> MLE2 WE 31 MAY 2014 FINAL Page 1 of 7 <br />