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2015-12-18_REPORT - M1980244 (2)
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2015-12-18_REPORT - M1980244 (2)
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Last modified
9/12/2020 4:22:33 PM
Creation date
12/23/2015 9:18:09 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
12/18/2015
Doc Name
QA Report
From
Newmont Mining
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK &VICTOR GOLD MINING Co. .r <br /> ANGLOGOLD ASHANTI (COLORADO) amec <br /> SQUAW GULCH (VLF) WEEKLY REPORT foster <br /> wheeler <br /> Owner: Cripple Creek&Victor Gold Mining Co. Project Number: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: December 05, 2015 <br /> Location: Cripple Creek &Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 11.30.2015 through 12.05.2015 <br /> Days S I M I T W I T F S <br /> W 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: 250F to 37°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br /> Lows: 6°F to 26°F Precipitation: Snow <br /> Wind: Moderate to strong <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 /> **Amec Foster Wheeler field professional monitored fill material temperatures during fill placement. <br /> Average temperatures were above 32°F. All construction materials placed were verified as <br /> suitable, and construction methods were in accordance with project technical specifications." <br /> A) VLF (PSSA, Phase 1, and 2) <br /> Structural Fill: <br /> The following Structural Fill haul to fill and grading activities occurred: <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 /> All of the above Structural Fill material was placed, compacted, and graded per the project plans <br /> and specifications. <br /> Subgrade: <br /> Phase 1 areas dozed to finished grade were compacted per project plans and specifications. <br /> See attached figure for approved subgrade. <br />
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