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2014-12-10_REPORT - M1980244 (3)
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2014-12-10_REPORT - M1980244 (3)
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Last modified
8/24/2016 5:55:56 PM
Creation date
12/11/2014 8:09:33 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
12/10/2014
Doc Name
Weekly CQA Report: Week ending 11/29/14.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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ameO <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: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: November 29, 2014 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 11.23.2014 through 11.29.2014 <br /> Days S I M T W T F I S <br /> D D D H H <br /> Work Shifts <br /> N N <br /> D=Day Shift N=Night Shift H= Holiday <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 21°F to 42°F Cloud Cover: Partly cloudy <br /> Lows: 6oF to 222°F Precipitation: None. <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 /> 1) Earthworks <br /> A) VLF (PSSA, Phase 1, and 2) <br /> Topsoil/Overburden Stripping: None. <br /> Tree Grubbing and Clearing, Chipping: Tree removal occurred in the Phase 2 area between <br /> the rip rap stockpile and the Phase 2 Diversion Channel. <br /> Production Drilling: None. <br /> Production Blasting: None. <br /> Structural Fill: <br /> An AMEC field professional monitored fill material temperature placed within the fill areas. <br /> Average structural fill temperatures were above 32°F. All structural fill material discussed below <br /> was placed in a maximum nominal thickness of 3 feet and compacted per the project technical <br /> specifications. <br /> Material was hauled from Surge area east of the Phase 2 Diversion Channel and placed as <br /> structural fill upslope of J12+00 to J14+00. <br /> 2014-11-29-MLE2 WEEKLY FINAL Page 1 of 6 <br />
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