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2016-06-09_REPORT - M1980244
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2016-06-09_REPORT - M1980244
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Last modified
8/24/2016 6:23:20 PM
Creation date
6/10/2016 3:15:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
6/9/2016
Doc Name
Weekly CQA Report - week ending 06/04/2016
From
Newmont CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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LIIINewmont Mining Corporation "" <br /> Cripple Creek&Victor Gold Mine <br /> Squaw Gulch VLF CCW <br /> NewFields Job No.475.0106.006 <br /> Week Ending Saturday,June 4,2016 <br /> 1.0 EARTHWORKS <br /> 1.1 Underground Working Remediation <br /> r Confirmatory drilling was performed to a depth of 50-feet at the upper Anaconda Mine <br /> Complex. NewFields personnel observed drilling activities and noted any voids that were <br /> encountered. Further remediation is required. <br /> 1.2 Structural Fill <br /> Structural Fill placement continued within the Squaw Gulch VLF Phase 1 and 2 footprints. <br /> NewFields personnel inspected fill material and observed placement and compaction <br /> procedures to ensure that they were in accordance with the project technical specifications. <br /> Ambient temperatures remained above 32 degrees Fahrenheit throughout the shift. The <br /> following structural fill construction activities occurred during the shift: <br /> Slope rough grading (cut to fill) in areas bounded by bench stations: <br /> o S34+00 to S38+00 and M28+00 to M32+00 <br /> o M40+00 to M42+00 and S46+00 to S48+00 <br /> Slope rough grading (cut to stockpile) in areas bounded by bench stations: <br /> o 128+00 to 132+00 and Haul Road <br /> y Slope rough grading (cut and hauled to fill) in areas bounded by bench stations: <br /> o K32+00 to K38+00 and Haul Road <br /> • Fill placement in areas bounded by bench stations: <br /> o L6+00 to L10+00 and Haul Road <br /> o S46+00 to S50+00 and M40+00 to M42+00 <br /> • Fill Placement (hauled from Low Volume Reject Stockpile) in areas bounded by bench <br /> stations: <br /> o M42+00 to M46+00 and S47+00 to S52+00 <br /> ➢ Compaction was achieved using a smooth drum roller. <br /> • An excavator equipped with a hammer attachment broke up oversized material to a <br /> nominal size less than 24-inches so that it could be placed as structural fill per project <br /> specifications. <br /> Page 2 <br />
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