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CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF), HWV 67 Realignment Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: Date <br />Project: Squaw Gulch (VLF),1lwy 67 Realigmnent 742011 25NO. 19 April 2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 4.13.14 through 4.19.14 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />I S <br />Work Shifts <br />- <br />W <br />D <br />D <br />W <br />D <br />D <br />D = Day Shift N = Night Shift <br />W = Weather Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for r� porting period: <br />High: 25 °F to 57 °F 1 Cloud Cover: Partly cloudy to overcast. <br />Low: 2 °F to 35 °F I Precipitation: Snow Sunday 4/13 and Wednesday 4/15 <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 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 992G loader assisted by a Cat D10 dozer filled Cat 777 haul trucks with shot rock down slope of stations <br />Al 2+00 to Al 8+00. A John Deere 870 excavator loaded Cat 740 haul trucks with structural fill from the %2:1 slope. <br />Material from both locations was transported to the Buttress fill area with the exception of select 740 loads that were <br />hauled to the Rip Rap pre- screen stockpile and the PSSA embankment. The material transported to the Buttress fill <br />was placed near stations J8+00 to J12+00 and down slope from J14 +00 to J16+00 with Cat D9 and D8 dozers. A <br />Cat 330 excavator equipped with a rock hammer broke apart oversize material and a Cat CS56 smooth drum roller <br />compacted the fill per project specification. <br />Cat dozers cut the slope to rough grade near stations G0+00 to G2+00, F14+00 to F20+00, H22+00 to H30+00, <br />E0 +00 to E4 +00, C0+00 to C4 +00, and between stations DD6+00 to DD14+00 and FF2+00 to FF10+00. <br />A Cat D8 and Cat GPS D7 dozer placed cut to fill on the Cripple Creek side of the PSSA embankment. Some <br />structural fill was also transported to the area from the Y2: 1 slope. The structural fill was placed and compacted per <br />project specification. <br />Page 1 of 6 MLE2 «T- 19 April 2014.doc <br />