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2015-01-20_REPORT - M1980244
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2015-01-20_REPORT - M1980244
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Last modified
8/24/2016 5:56:42 PM
Creation date
1/21/2015 8:42:54 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
1/20/2015
Doc Name
Weekly CQA Report: Week ending 1/10/2015.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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am&9 <br /> CRIPPLE CREEK &VICTOR GOLD MINING Co. <br /> ANGLOGOLD ASHANTI (COLORADO) <br /> SQUAW GULCH (VLF)WEEKLY REPORT <br /> Owner: Cripple Creek&Victor Gold Mining Co. Project Number: 74201125N0 <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: January 10, 2014 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 1.3.2014 through 1.10.2014 <br /> Days S M T W T F S <br /> D D D D D D <br /> Work Shifts <br /> N N N N N <br /> D=Day Shift N=Night Shift W=Weather <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 38°F to 46°F Cloud Cover: Partly cloudy <br /> Lows: 15°F to 31°F Precipitation: Snow on Sunday <br /> Wind: Variable <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 /> I) Earthworks <br /> A) VLF (PSSA, Phase 1, and 2) <br /> Topsoil/Overburden Stripping: <br /> Topsoil was stripped near station K8+00 and stockpiled for later removal. <br /> Tree Grubbing and Clearing, Chipping: <br /> Tree removal occurred in Phase 2 near station K10+00. Tree stumps (root balls) and slash were <br /> hauled and piled upslope of Phase 2 Diversion Channel north of station 38+00, outside the <br /> Phase 2 limits. <br /> Production Drilling: None. <br /> Production Blasting: None. <br /> Structural Fill: <br /> An AMEC field professional monitored fill material temperatures during fill placement. Average <br /> structural fill temperatures were above 32°F. Snow was removed from areas prior to fill <br /> placement. All construction materials placed were verified as suitable, and construction methods <br /> were in accordance with project technical specifications. <br /> Material hauled from the Surge area was placed and compacted as structural fill per project <br /> specification between L5+00 to L10+00 in Phase 1 and M22+00 and M40+00 in Phase 2. A Cat <br /> 2015-01-10-mIe2 weekly final Page 1 of 6 <br />
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