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2016-01-13_REPORT - M1980244
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2016-01-13_REPORT - M1980244
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Entry Properties
Last modified
8/24/2016 6:14:31 PM
Creation date
1/14/2016 8:15:49 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
1/13/2016
Doc Name
CQA Report - Weeks ending 12/12/2015 & 12/19/2015
From
Newmont Mining Corporation / CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (COLORADO) <br />SQUAW GULCH (VLF) WEEKLY REPORT <br />0.4 <br />amec <br />foster <br />wheeler <br />Owner: <br />Project: <br />Location: <br />Contractor: <br />Cripple Creek & Victor Gold Mining Co. <br />Squaw Gulch Valley Leach Fill (VLF) <br />Cripple Creek & Victor Gold Mine, CO <br />Ames Construction, Inc. <br />Project Number: 74201125N0 <br />Week Ending: December 12, 2015 <br />Reporting Period: 12.06.2015 through 12.12.2015 <br />Days <br />SMTWT <br />F <br />S <br />Work Shifts <br />DDDDD <br />D=Day Shift N=Night Shift W= Weather <br />Ambient Temperature Ranges During Week <br />Weather Conditions During Week: <br />Highs: 32°F to 46°F <br />Lows: 16°F to 30°F <br />Cloud Cover: <br />Precipitation: Snow <br />Wind: Moderate to strong <br />Partly Cloudy to Mostly Cloudy <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 />**Amec Foster Wheeler field professional monitored fill material temperatures during fill placement. <br />Average temperatures were above 32°F. All construction materials placed were verified as <br />suitable, and construction methods were in accordance with project technical specifications.** <br />A) VLF (PSSA, Phase 1, and 2) <br />Structural Fill: <br />The following Structural Fill haul to fill and grading activities occurred: <br />CC&V hauled material to the Dump 4 surge in Phase 2 using Cat 793 haul trucks. A Cat dozer <br />placed the Structural Fill between stations N20+00 and N22+00. A Cat smooth drum roller <br />compacted the fill area. <br />All of the above Structural Fill material was placed, compacted, and graded per the project plans <br />and specifications. <br />Subgrade: <br />Phase 1 areas dozed to finished grade were compacted per project plans and specifications. <br />See attached figure for approved subgrade. <br />
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