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Aft <br />CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF),14WY 67 Realignment Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: Date <br />Project: Squaw Gulch (VLF), Hwy 67 Realignment 74201125N0. * * * *. * * ** 05 April 2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 3.30.14 through 4.05.14 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />- <br />D <br />D <br />D <br />D <br />D <br />D <br />D = Day Shift N = Night Shift <br />W = Weather <br />Day <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting eriod: <br />Low: 15 "F to 27 "F Cloud Cover: Partly <br />High: 28 "F to 43F Precipitation: Snow April 3 and April 5, 2014 <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 />I) Earthworks <br />A) VLF (PSSA, Phase I, Phase II) <br />Topsoil 1 Overburden Stripping: No topsoil stripping occurred; however, a Cat D7 GPS dozerwas used to perform <br />stability grading on the southern slopes of the Area 34 topsoil stockpile. <br />Production drilling: Production drilling occurred within the VLF limits. <br />Production blasting: Five (5) production blasts occurred within the VLF. <br />Structural Fill: <br />A Cat 992 loader removed material from below stations A16+00 to A20+00 and B10+00 to B16+00. The material <br />was hauled to the ADR haul road fill and the buttress fill area above and between stations H22+00 and H30+00 in <br />Cat 777 haul trucks and was placed as structural fill by Cat dozers. The material was pushed down to the fill area, <br />placed as structural fill and compacted per project specification. <br />A Cat 320 excavator and a Cat 330 hammer worked on cutting the 1/21 slope to grade while a Cat dozer stockpiled <br />the cut material for removal. A John Deere 870 excavator removed the material from the 1/21 slope. The material <br />was transported using Cat 740 haul trucks for placement as structural fill in the buttress fill location near stations <br />H23+00 and H30+00, the PSSA Embankment fill, and the Midway fill near station H0+00 to H1+00. The structural <br />fill was placed and compacted per method specification. Select loads were also transported to the rip rap pre- <br />screen stockpile for processing. <br />Page I of 7 Iv1LE2 WE 05 April 2014.doc <br />