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"Wil <br />CRIPPLE CREEK � VICTOR GOLD MINING Co. <br />Squaw Gulch (VLF), HWY 67 Realig ment Field Monitoring Summary Weekly Report <br />Owner: Cripple Creek & Victor Gold Mii iing Co. Project Number: Date <br />Project: Squaw Gulch (VLF), Hwy 67 Re ligntnent 74201125N0. * * * *. * * ** 10 May 2014 <br />Location: Cripple Creek & Victor Gold Mi e, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 5.4.14 through 5.10.14 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />I S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />D = Day Shift N = <br />ight Shift <br />W = Weather <br />Day <br />Ambient Temperature Ranges for reporting <br />High: 44°F to 66 °F <br />Low: 28T to 43T <br />Ames: Continuing construction tasks for the VLF. <br />Planning: Continuing construction activities and <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />1) Earthworks <br />A) VLF (PSSA, Phase I, Phase II) <br />Weather conditions for reporting period: <br />Cloud Cover: Partly cloudy. <br />Precipitation: None <br />Wind: Variable <br />for the VLF. <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 blasis occurred within the VLF. <br />Structural Fill: <br />Material was pushed to a Cat 992 loader filling Cat 777 haul trucks at the PSSA floor from Cat dozers downslope of <br />stations A5+00 to Al 5+00. The material was tr ansported to the ADR haul road fill area near stations 55+00 to <br />75+00 and placed as structural fill by Cat dozer . A Cat CS56B smooth drum roller compacted fill while a Cat 330 <br />excavator equipped with a rock hammer broke apart oversize material. The structural fill was placed and <br />compacted per project specification. <br />A John Deere 850 excavator loaded Cat 740 h 1 trucks with oversize material from the clay screening pile. The <br />material was placed as structural fill upslope of tations F26+00 to F28+00. The structural fill was placed and <br />compacted per project specification. <br />A Cat GPS D8 dozer graded upslope and down <br />Cat 345 excavator that loaded out Cat 740 haul <br />the PSSA Embankment and placed as structure <br />smooth drum roller. The structural fill was plac( <br />transported to the rip rap prescreen stockpile. <br />elope of stations C0+00 to C4+00. Excess material was pushed to a <br />;rucks from the ADR platform area. The material was transported to <br />fill by a Cat D8 dozer. The fill was compacted by a Cat CS56 <br />J and compacted per project specification. A few select loads were <br />Page 1 of 7 1 MLE2 WE 10 May 2014.doc <br />