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2015-09-04_REPORT - M1980244
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2015-09-04_REPORT - M1980244
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Last modified
8/24/2016 6:10:32 PM
Creation date
9/8/2015 11:04:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
9/4/2015
Doc Name
Weekly QA Report(8/8-15 & 8/22)
From
Newmont
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: August 22, 2015 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 8.16.2015 through 8.22.2015 <br />Days <br />S <br />M <br />T I W <br />T <br />F S <br />Work Shifts <br />DD <br />D W <br />D <br />D D <br />D=Day Shift N=Night Shift W= Weather <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 58°F to 74°F Cloud Cover: Cloudy to Mostly Cloudy <br />Lows: 37°F to 49°F <br />Precipitation: Rain <br />Wind: Calm to moderate <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 />Structural Fill: <br />The following Structural Fill haul to fill and grading activities occurred: <br />Cat 740 haul trucks removed spoils from final subgrade preparation in the vicinity of stations <br />H4+00 to H5+00. The Structural Fill material was stockpiled near station F26+00. <br />Cat dozers placed cut to fill between stations J2+00 to J4+00, H22+00 to H28+00 and F22+00 to <br />F28+00. <br />Cat smooth drum rollers compacted subgrade downslope from stations D4+00 to D6+00, <br />between stations H0+00 to H2+00 and in the vicinity of stations F6+00 to H2+00. <br />A Cat dozer finish graded subgrade between stations F6+00 to F8+00. Cat smooth drum rollers <br />compacted the subgrade in this area. <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 />
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