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2015-04-02_REPORT - M1980244
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2015-04-02_REPORT - M1980244
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Last modified
8/24/2016 5:58:59 PM
Creation date
4/3/2015 8:46:45 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
4/2/2015
Doc Name
CQA Report - Weeks ending 3/7/15, 3/14/15, 3/21/15
From
Cripple Creek & Victor Gold Mining Company
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (COLORADO) amec - <br />SQUAW GULCH (VLF) WEEKLY REPORT foster <br />wheeler <br />owner: Cripple Creek & Victor Gold Mining Co. Project Number: 74201125NO <br />Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: March 7, 2015 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 3.01.2015 through 3.07.2015 <br />Days <br />S <br />M <br />T <br />W <br />T <br />Work Shifts <br />D <br />D <br />D <br />— - - <br />D <br />D <br />ENN <br />N <br />N <br />N <br />N <br />N <br />D =Day Shift N =Night Shift <br />W= Weather <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 17 °F to 40 °F Cloud Cover: Clear to Overcast <br />Lows: 1 °F to 23 °F Precipitation: Snow Sun., Mon., and Tue. <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 />Production Drilling: None. <br />Production Blasting: None. <br />Structural Fill: <br />An Amec Foster Wheeler field professional monitored fill material temperatures during fill <br />placement; average structural fill temperatures were above 32 °F. Snow was removed from areas <br />prior to fill placement. All construction materials placed were verified as suitable, and <br />construction methods were in accordance with project technical specifications. <br />Cut to fill was placed and compacted in Phase 2 as structural fill per project specifications near <br />stations 114 +00 to 116 +00 and M24 +00 to M28 +00 <br />Slope grading occurred in Phase 2 upslope of stations M24 +00 to M28 and downslope of 14-00 <br />to 18 +00. <br />
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