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amee <br />CRIPPLE CREEK & VICTOR GOLD MIMNG Co. <br />Squaw Gulch (VLF), HWY 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 <br />74201125N0. * * * *. * * ** 22 March 2014 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 3.16.14 through 3.22.14 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />D <br />DID <br />ID <br />D <br />D <br />- <br />- <br />- <br />- <br />- <br />N <br />N <br />D = Da Shift N = Night Shift <br />W = Weather <br />Day <br />Ambient Temperature Ranges for reporting period: <br />Low: 9°F to 26 °F <br />High: 24°F to 50°F <br />Ames: Continuing construction tasks for the VLF. <br />Weather conditions for reporting period. <br />Cloud Cover: Partly cloudy to overcast. <br />Precipitation: Snow Tuesday, March 18, 2014 and <br />Saturday, March 22, 2104 <br />Wind: Variable <br />f <br />i <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 Il) <br />Topsoil / Overburden Stripping: No topsoil stripping occurred; however, Cat and John Deere dozers shaped and <br />packed the slopes of the Area 34 Topsoil Stockpile. <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 992 loader removed material from near STA A10 +00 to Al2 +00 and 612 +00 to 1317 +00. The material was <br />hauled to the ADR haul road 611; between STA H16 +00 and H30 +00 and in the buttress fill area adjacent to Dump 4, <br />in 777 haul trucks and was placed as structural fill by Cat dozers. Cat dozers also cut material from the slopes <br />above the ADR Haul Road fill areas. The material was pushed down to the fill area, placed as structural fill and <br />compacted per the project specification. <br />A John Deere 850 excavator removed material from STA A19 +50 to A20 +50. This material was transported using <br />Cat 740 haul trucks for placement as structural fill near STA H28 +00 to H29 +00. The structural fill was placed and <br />compacted per method specification. <br />A John Deere 870 excavator removed material from STA Q4 +00 to Q6 +00. This material was transported using Cat <br />740 haul trucks for placement as structural fill near STA 47 +50 to 48 +00 of the ADR haul road. The structural fill <br />was placed and compacted per method specification. <br />Page 1 of 6 MLE2 WE 22 March 2014.doc <br />