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2014-11-20_REPORT - M1980244 (38)
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2014-11-20_REPORT - M1980244 (38)
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Last modified
8/24/2016 5:55:31 PM
Creation date
11/21/2014 7:15:37 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
11/20/2014
Doc Name
Weekly CQA Report: Week ending 11/15/14.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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"W11MK <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 15, 2014 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 11.09.2014 through 11.15.2014 <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 7 °F to 49 °F Cloud Cover: Partly cloudy to overcast <br />Lows: -8 °F to 19 °F Precipitation: Light intermittent snow every day <br />except Thursday <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: 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. Any excess snow was removed prior to placement. <br />Structural fill was placed upslope from K -Bench stations K34 +00 to K41 +00. The structural fill <br />material placed in this area came from the following locations: <br />• The Surge area east of the Phase 2 Diversion Channel station 50 +00 (day and night <br />shift) <br />• Stockpiled material from Squaw Gulch Valley Leach Facility (SGVLF) haul road station <br />16 +00 to 20 +00 (dayshift) <br />2014- 11- 15 -MLE2 WEEKLY FINAL Page 1 of 7 <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 />N <br />D =Day Shift N =Night Shift H= Holiday <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 7 °F to 49 °F Cloud Cover: Partly cloudy to overcast <br />Lows: -8 °F to 19 °F Precipitation: Light intermittent snow every day <br />except Thursday <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: 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. Any excess snow was removed prior to placement. <br />Structural fill was placed upslope from K -Bench stations K34 +00 to K41 +00. The structural fill <br />material placed in this area came from the following locations: <br />• The Surge area east of the Phase 2 Diversion Channel station 50 +00 (day and night <br />shift) <br />• Stockpiled material from Squaw Gulch Valley Leach Facility (SGVLF) haul road station <br />16 +00 to 20 +00 (dayshift) <br />2014- 11- 15 -MLE2 WEEKLY FINAL Page 1 of 7 <br />
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