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CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (COLORADO) amec <br />SQUAW GULCH (VLF) WEEKLY REPORT foster <br />wheeler <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: 74201125NO <br />Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: April 18, 2015 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 4.12.2015 through 4.18.2015 <br />Days <br />S <br />M <br />T <br />W <br />T <br />I F I <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />D =Day Shift N =Night Shift W= Weather <br />Ambient Temperature Ranges During Week I Weather Conditions During Week: <br />Highs: 32 °F to 61'F Cloud Cover: Clear to cloudy <br />Lows: 16 °F to 32 °F Precipitation: None <br />Wind: Calm to moderate <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 />Note: There were limited VLF construction activities on Friday and Saturday of this the reporting <br />period due to weather related issues — snow. <br />1) Earthworks <br />A) VLF (PSSA, Phase 1, and 2) <br />Note: An Amec Foster Wheeler field professional monitored fill material temperatures during fill <br />placement, average structural fill temperatures were above 32 °F. Snow was removed from areas <br />prior to fill placement. All construction materials placed were verified as suitable, and construction <br />methods were in accordance with project technical specifications. <br />Structural Fill: <br />The following Structural Fill cut to fill and grading activities occurred during the reporting period: <br />Phase 1 - One Cat 345 excavator loaded Cat 740 haul trucks with Structural Fill (SF) material that <br />was pushed down the slopes during grading activities between the A and E benches, in the <br />vicinity upslope of station C14 +00. The fill was hauled and spread as SF between the Phase 1 C <br />and E benches in the vicinity of stations C14 +00 and E8 +00. <br />Phase 1 - One Cat D10 dozer rough graded the slopes between the C and Q benches upslope of <br />stations C4 +00 through C9 +00. <br />