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"MI <br />CRIPPLE CREEK & VICTOR GOLD MINING 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 74201125N0. * * * *. * * ** 07.27.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 07.21.13 thru 07.27.13 <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 />- <br />N <br />N <br />N <br />N <br />N <br />N <br />D = Day Shift N = Night Shift <br />W Weather <br />Ambient Temperature Ranges for reporting period: <br />Low: 42 °F — 49 °F <br />High: 70 °F — 78 °F <br />RECLz ve <br />= ea er ay DIVISION OF <br />MININGANp ,3AFEAT ®N <br />Weather conditions for reporting period_�Y J_ Ty <br />Cloud Cover: Clear/ partly Cloudy <br />Precipitation: P.M. Light Rain/Mostly Zero Precip. <br />Wind: Calm to Gusts at times <br />Ames: None <br />Amec: None <br />Project Issues: None <br />Planning: Continuing Construction activities and scheduling for VLF and HWY 67. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil Stripping: No topsoil stripping occurred during this reporting period. <br />Production drilling was performed during this reporting period in several locations within the planned VLF Phase I <br />and PSSA limits, continued at the Phase II detention pond location and at the South Crib Wall. <br />Five production blasts' occurred during this reporting period within the planned VLF Phase I limit's, South Crib <br />Wall location and at the Phase II detention pond. Material generated as "cut" material was used as structural fill <br />using several Cat dozers and transported by several Cat 777 and 740 haul trucks to be used for the HWY 67 <br />embankment. <br />Structural Fill: An Amec field representative observed the placement and compaction of structural fill for the HWY <br />67 embankment. (See Figure 1). A Cat D10 and a Cat D8 were utilized to push and place structural fill in 18 to 24 <br />inch loose lifts. Each lift was compacted with a minimum of 4 passes (by Method specification) using a Cat 563 <br />smooth drum roller. In addition Cat 777 and Cat 740 haul traffic contributed to the compaction efforts. It should be <br />noted; a Cat 330 hammer hoe was used to split rock in excess of 24- inches, prior to compaction efforts. <br />In addition to the structural fill placement for the HWY 671PSSA embankment, the contractor began placing <br />structural fill at the mid -way ADR haul road location at approximate Sta.43 +00 — 44 +00. Progress is expected to <br />continue. <br />Page 1 of 6 MLE2 WE 07.27.13.doc <br />