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2014-10-09_REPORT - M1980244
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2014-10-09_REPORT - M1980244
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Last modified
9/6/2020 10:51:57 AM
Creation date
10/10/2014 9:16:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
10/9/2014
Doc Name
Weekly CQA Report: Week ending 09/27/14
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK & VICTOR GOLD amec-Y <br /> 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: 74201125N0 <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: September 27, 2014 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 09.21.2014 through 09.27.2014 <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 N <br /> D=Day Shift N=Night Shift H= Holiday <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 620F to 70OF Cloud Cover: Partly cloudy to overcast <br /> Lows: 390F to 420F Precipitation: Rain: Monday and Saturday <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: None. <br /> Production Drilling: No production drilling occurred in the VLF. <br /> Production Blasting: No production blasting took place within the VLF, however, blasting for <br /> underground remediation occurred. <br /> Structural Fill: <br /> All structural fill material discussed below was placed and compacted per the project technical <br /> specifications unless otherwise stated. <br /> Stockpiled structural fill material located near ADR Haul Road station 15+00 was transported <br /> between Bench F and H and placed as structural fill upslope of stations H8+00 to H10+00. Some <br /> material was also delivered to the buttress fill area upslope of stations J12+00 to J14+00. The <br /> material will be used for structural fill at a later date. <br /> 2014 09 27-MLE2 WEEKLY FINAL <br /> Page 1 of 7 <br />
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