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2014-10-22_REPORT - M1980244
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2014-10-22_REPORT - M1980244
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Last modified
9/7/2020 8:43:33 PM
Creation date
10/23/2014 7:29:15 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
10/22/2014
Doc Name
Weekly CQA Report: Week ending 10/11/14.
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) & HWY 67 RE-ALIGNMENT MONITORING WEEKLY REPORT <br /> Owner: Cripple Creek&Victor Gold Mining Co. Project Number: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: October 11, 2014 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 10.5.2014 through 10.11.2014 <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 H= Holiday <br /> Ambient Temperature Ranges During Week rWeatherditions During Week: <br /> Highs: 50°F to 68°F : Partly cloudy to overcast <br /> Lows: 25°F to 34°F : Rain: Thursday and Friday <br /> 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: None. <br /> Tree Grubbing and Clearing, Chipping: None. <br /> Production Drilling: No production drilling occurred in the VLF. <br /> Production Blasting: No production blasting took place within the VLF. <br /> Structural Fill: (Day and Night Shift) <br /> An AMEC field professional monitored fill material temperatures placed within the fill areas. <br /> Average structural fill temperatures were above 32°F. All structural fill material discussed below <br /> was placed in maximum nominal thickness of 3-feet and compacted per the project technica' <br /> specifications unless otherwise stated. <br /> Material was transported from the Phase 2 Diversion Channel alignment on Dump 4 near station <br /> 36+00 to 38+00 in Cat 777 haul trucks to stations 85+00 and 87+00 of the ADR haul road The <br /> material was placed as structural fill on the former Ball Mill access road by a Cat dozer and <br /> compacted with a smooth drum roller. <br /> 2014 10 11-MLE2 WEEKLY FINAL Page 1 of 6 <br />
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