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2014-11-14_REPORT - M1980244 (3)
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2014-11-14_REPORT - M1980244 (3)
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Last modified
8/24/2016 5:55:24 PM
Creation date
11/18/2014 7:16:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
11/14/2014
Doc Name
Weekly CQA Report: Week ending 11/01/14.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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LW 11 <br />IM <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 1, 2014 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 10.26.2014 through 11.01.2014 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />N <br />N <br />N <br />N <br />D =Day Shift N =Night Shift H= Holiday <br />Ambient Temperature Ranges During Week I Weather Conditions During Week: <br />Highs: 45 °F to 60 °F Cloud Cover: Partly cloudy to overcast <br />Lows: 22 °F to 30 °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: None. <br />Production Drilling: Production drilling occurred for road widening between ADR haul road <br />stations 17 +00 to 20 +00. <br />Production Blasting: No production blasting took place within the VLF. <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 unless otherwise stated. <br />Cat dozers graded upslope of ADR haul road stations 15 +00 to 17 +00 and downslope of stations <br />L6 +00 to L8 +00. Excess material was transported to the Buttress fill upslope of station J10 +00 to <br />J12 +00 and placed and compacted as structural fill. <br />2014- 11- 01 -MLE2 WEEKLY FINAL Page 1 of 7 <br />
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