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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 /> ****.**** <br /> Project: Squaw Gulch 74201125N0. 24 May(VLF),Hwy 67 Realignment Y 2014 <br /> Location: Cripple Creek&Victor Gold Mine,Colorado <br /> Contractor: Ames Construction Co. Inc. <br /> Reporting Period:5.18.14 through 5.24.14 <br /> Days S M T W I T F S <br /> Work Shifts D D D LD D D <br /> D=Day Shift N=Night Shift W=Weather Day <br /> Ambient Temperature Ranges for reporting period: Weather conditions for reporting period: <br /> High: 59°F to 67°F Cloud Cover: Partly cloudy to overcast. <br /> Low: 357 to 41T Precipitation: Afternoon rain showers Wednesday and <br /> Thursday. <br /> 1 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 /> 1) Earthworks <br /> A) VLF(PSSA,Phase I,Phase II) <br /> Topsoil I Overburden Stripping: Topsoil stripping occurred in the Phase 2 Diversion Channel East of the Phase 2 <br /> Pond. The material was hauled to the Area 34 stockpile. <br /> Tree Grubbing and Clearing,Chipping: <br /> Clearing and grubbing occurred in the Phase 2 channel alignment east of the Phase 2 pond. <br /> Production drilling: Production drilling occurred within the VLF limits. <br /> Production blasting: Two(2)production blasts occurred within the VLF. <br /> Structural Fill: <br /> A Cat 992 loader filled Cat 777 haul trucks with material from the PSSA floor below ADR haul road stations 5+00 to <br /> 10+00 and at the rip rap undersized material stockpile. A John Deere 850 excavator loaded Cat 740 haul trucks <br /> with material near ADR haul road station 15+00. The material from all areas was transported to the ADR haul road <br /> fill area near stations 65+00 to 70+00 and placed as structural fill by a D9 dozer. The fill was compacted with a Cat <br /> smooth drum roller. The structural fill was placed and compacted per project specification. <br /> A Cat 980 loader and a John Deere 870 excavator loaded Cat 740 haul trucks with material from the southern end <br /> of the PSSA floor and from the ADR haul road between stations 0+00 to 15+00 and upslope of A21+00.. The <br /> material was transported to the ADR haul road fin area near stations 70+00 to 75+00 and placed as structural fill by <br /> a Cat dozer. The fill was compacted with a Cat smooth drum roller. The structural fill was placed and compacted <br /> per project specification. <br /> Page 1 of 7 MLE2 WE 24 May 2014.doe <br />