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2016-10-21_REPORT - M1980244 (38)
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2016-10-21_REPORT - M1980244 (38)
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Entry Properties
Last modified
1/9/2017 10:56:27 AM
Creation date
12/22/2016 8:21:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
10/21/2016
Doc Name
SGVLF Phase I Cert Report - Weekly Reports
From
CC&V
To
DRMS
Type & Sequence
TR87
Email Name
TC1
AME
ERR
Media Type
D
Archive
No
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CRIPPLE CREEK & VICTOR GOLD MINE <br />NEWMONT MINING CO. <br />SQUAW GULCH VLF WEEKLY REPORT <br />Owner:Cripple Creek & Victor Gold Mining Co.Project Number:74201125N0 <br />Project:Squaw Gulch Valley Leach Fill (VLF)Week Ending:January 09, 2016 <br />Location:Cripple Creek & Victor Gold Mine, CO <br />Contractor:Ames Construction, Inc. <br />Reporting Period:01.03.2016 through 01.09.2016 <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs:24°F to 39°F Cloud Cover:Partly Cloudy to Mostly Cloudy <br />Lows:15°F to 20°F Precipitation:Snow <br />Wind:Moderate to strong <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 />Cat dozers graded slopes between stations S12+00 and K8+00.A Cat excavator loaded Cat <br />haul trucks with cut material from areas in the vicinity of station M20+00. A Cat dozer placed <br />Structural Fill in the vicinity of stations N6+00 to N10+00.A Cat smooth drum roller compacted <br />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 2 diversion channel subgrade prepared and accepted per project plans and specifications. <br />Days S M T W T F S <br />Work Shifts D D D D <br />D=Day Shift N=Night Shift W=Weather
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