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Q <br />r <br />ame& <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. * * * *. * ** 12.07.2013 <br />Location: Cripple Creek & Victor Gold Mine, Colorado <br />Contractor: Ames Construction Co. Inc. <br />Reporting Period: 12.01.13 thru 12.07.13 <br />Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br />_ _.______._ _..._.__.._ - -._- <br />Low: -3F to 23T Cloud Cover: Clear to overcast. <br />High: 8 °F to 39 °F C Precipitation: Snow Wednesday and Thursday <br />Wind: Calm to gusts at times. <br />Ames: Continuing construction tasks for HWY 67 and VLF. <br />Planning: Continuing construction activities and scheduling for VLF and HWY 67, <br />CONSTRUCTION ACTIV11T1ES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil 1 Overburden Stripping: No topsoil or overburden stripping occurred this week. <br />Production drilling: Production drilling occurred during this reporting period within the planned VLF limits. <br />Production blasting: Two blasts occurred during this reporting period within planned VLF limits. <br />Structural Fill: <br />Structural fill materials were placed and compacted at the ADR haul road near stations 65 +00 to 67 +00. A Cat D8T <br />dozer was used to spread the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by <br />method specification. Any oversized material encountered was broken with a Cat excavator hammer -hoe. <br />Structural fill materials were placed and compacted at the PSSA toe berm. A Cat D8T was used to spread the loose <br />lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. <br />Structural fill materials were placed and compacted at the buttress fill between Dump 4 and the Ball Mill fill primarily <br />between approximate stations H24 +00 to H30 +00. A Cat D8 and D9 dozer were used to spread the loose lifts and <br />compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. Any oversized material <br />encountered was broken with a Cat excavator hammer -hoe. <br />A Cat D10 and a D8 (GPS) dozer placed fill near station E1 +00 to E4 +00. A Cat smooth drum vibrating roller <br />compacted lifts placed in the fill area per method spec. <br />Page I of 6 MLE2 WE 12.7.13.doc <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <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 reporting period: <br />_ _.______._ _..._.__.._ - -._- <br />Low: -3F to 23T Cloud Cover: Clear to overcast. <br />High: 8 °F to 39 °F C Precipitation: Snow Wednesday and Thursday <br />Wind: Calm to gusts at times. <br />Ames: Continuing construction tasks for HWY 67 and VLF. <br />Planning: Continuing construction activities and scheduling for VLF and HWY 67, <br />CONSTRUCTION ACTIV11T1ES and PROGRESS: <br />I) Earthworks <br />A) VLF (Phase 1) <br />Topsoil 1 Overburden Stripping: No topsoil or overburden stripping occurred this week. <br />Production drilling: Production drilling occurred during this reporting period within the planned VLF limits. <br />Production blasting: Two blasts occurred during this reporting period within planned VLF limits. <br />Structural Fill: <br />Structural fill materials were placed and compacted at the ADR haul road near stations 65 +00 to 67 +00. A Cat D8T <br />dozer was used to spread the loose lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by <br />method specification. Any oversized material encountered was broken with a Cat excavator hammer -hoe. <br />Structural fill materials were placed and compacted at the PSSA toe berm. A Cat D8T was used to spread the loose <br />lifts and compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. <br />Structural fill materials were placed and compacted at the buttress fill between Dump 4 and the Ball Mill fill primarily <br />between approximate stations H24 +00 to H30 +00. A Cat D8 and D9 dozer were used to spread the loose lifts and <br />compaction was achieved utilizing a Cat CS56 smooth drum roller by method specification. Any oversized material <br />encountered was broken with a Cat excavator hammer -hoe. <br />A Cat D10 and a D8 (GPS) dozer placed fill near station E1 +00 to E4 +00. A Cat smooth drum vibrating roller <br />compacted lifts placed in the fill area per method spec. <br />Page I of 6 MLE2 WE 12.7.13.doc <br />