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2015-12-03_REPORT - M1980244
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2015-12-03_REPORT - M1980244
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Last modified
9/12/2020 1:50:25 AM
Creation date
12/3/2015 4:17:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
12/3/2015
Doc Name
Final Report, QA Monitoring & Test Results
From
Cripple Creek & Victor Gold Mining Company
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK &VICTOR GOLD MINING Co. <br /> ANGLOGOLD ASHANTI (COLORADO) amec <br /> SQUAW GULCH (VLF) WEEKLY REPORT �05ter <br /> wheeler <br /> Owner: Cripple Creek &Victor Gold Mining Co. Project Number: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: June 20, 2015 <br /> Location: Cripple Creek &Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 6.14.2015 through 6.20.2015 <br /> Days S M T W T F S <br /> D D D D D D <br /> Work Shifts <br /> D=Day Shift N=Night Shift W=Weather <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 69°F to 78°F Cloud Cover: Cloudy to Mostly Cloudy <br /> Lows: 44°F to 54°F Precipitation: Rain <br /> Wind: Calm to moderate <br /> Ames: Continuing construction tasks for the Valley Leach Facility(VLF). <br /> Planning: Continuing construction activities and scheduling for the VLF. <br /> CONSTRUCTION ACTIVITIES AND PROGRESS: <br /> 1) Earthworks <br /> A) VLF (PSSA, Phase 1, and 2) <br /> Note: An Amec Foster Wheeler field professional monitored fill material temperatures during fill <br /> placement; average structural fill temperatures were above 32°F. All construction materials <br /> placed were verified as suitable, and construction methods were in accordance with project <br /> technical specifications. <br /> Structural Fill: <br /> The following Structural Fill haul to fill and grading activities occurred.- <br /> Cat dozers graded the slope in the vicinity of stations 114+00 to 118+00, HM16+00 to HM20+00, <br /> JM8+00 to JM12+00 and HHO+00 to HH2+00. <br /> CC&V hauled material to the Dump 4 surge in Phase 2 using Cat 793 haul trucks. A Cat dozer <br /> placed the Structural Fill between stations N20+00 and N22+00. A Cat smooth drum roller <br /> compacted the fill area. <br /> A Cat D10 dozer and a Cat smooth drum roller placed and compacted Structural Fill to grade per <br /> project plans and specifications in the vicinity of LIG#6050. <br /> Cat excavators removed structural fill material on the ramp in the north corner of the PSSA above <br /> station A22+00. The material was hauled by 740 haul trucks and placed between stations <br /> C16+00 to C18+00. A Cat smooth drum roller was used to compact the material per project <br />
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