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2015-10-08_REPORT - M1980244 (5)
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2015-10-08_REPORT - M1980244 (5)
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Last modified
8/24/2016 6:11:25 PM
Creation date
10/13/2015 5:08:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
10/8/2015
Doc Name
Weekly QA Report
From
Newmont
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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CRIPPLE CREEK & VICTOR GOLD MINING Co. Ik <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: September 26, 2015 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 9.20.2015 through 9.26.2015 <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 62°F to 72°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br />Lows: 39°F to 43°F 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 dozers graded the slope below stations H2+00 to H8+00. Cat dozers graded the slope <br />between stations F28+00 to H28+00. A Cat smooth drum roller and a Cat excavator with a <br />smooth drum roller attachment compacted the fill areas. <br />A Cat excavator loaded John Deere 740 haul trucks with Structural Fill between stations HM4+00 <br />to HM 10+00. The material was transported to the Phase 2 stockpile at station 14+00. <br />A Cat dozer graded the slope above station 60+00 of the ADR haul road. Cat 740 haul trucks <br />hauled spoils from station 60+00 to J2+00. A Cat dozer placed structural fill in the vicinity of J <br />Bench. A dozer graded the slope below stations J10+00 to J12+00. A Cat smooth drum roller <br />compacted the fill areas. <br />A Cat dozer placed stockpiled Structural Fill between stations N20+00 and N22+00. A Cat <br />smooth drum roller 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 />Days <br />S <br />I M <br />I T <br />W <br />T <br />I F <br />I S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />D=Day Shift N=Night <br />Shift <br />W= <br />Weather <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 62°F to 72°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br />Lows: 39°F to 43°F 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 dozers graded the slope below stations H2+00 to H8+00. Cat dozers graded the slope <br />between stations F28+00 to H28+00. A Cat smooth drum roller and a Cat excavator with a <br />smooth drum roller attachment compacted the fill areas. <br />A Cat excavator loaded John Deere 740 haul trucks with Structural Fill between stations HM4+00 <br />to HM 10+00. The material was transported to the Phase 2 stockpile at station 14+00. <br />A Cat dozer graded the slope above station 60+00 of the ADR haul road. Cat 740 haul trucks <br />hauled spoils from station 60+00 to J2+00. A Cat dozer placed structural fill in the vicinity of J <br />Bench. A dozer graded the slope below stations J10+00 to J12+00. A Cat smooth drum roller <br />compacted the fill areas. <br />A Cat dozer placed stockpiled Structural Fill between stations N20+00 and N22+00. A Cat <br />smooth drum roller 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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