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2016-05-13_REPORT - M1980244
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2016-05-13_REPORT - M1980244
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Entry Properties
Last modified
8/24/2016 6:21:57 PM
Creation date
5/16/2016 8:01:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
5/13/2016
Doc Name
CQA Report - Weeks ending 4/30/2016 and 5/07/2016
From
Newmont / CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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Newmont Mining Corporation ■ <br /> Cripple Creek&Victor Gold Mine . <br /> Squaw Gulch VLF CCW <br /> NewFields Job No.475.0106.006 <br /> Week Ending Saturday,April 30,2016 <br /> 1.0 EARTHWORKS <br /> 1.1 Underground Working Remediation <br /> • NewFields personnel observed confirmatory drilling activities and noted any voids that <br /> were encountered. Confirmatory drilling was performed at the following underground <br /> workings: <br /> o UG#6477 (further remediation required) <br /> o UG#6478 (further remediation required) <br /> o Anaconda Mine Complex (further remediation required) <br /> > After the subgrade was accepted, one layer of geogrid was placed on <br /> UG#6679/UG#6471. As built survey was completed prior to the placement of six inches <br /> of select structural fill over the geogrid layer. Compaction of the select structural fill was <br /> achieved using a smooth drum roller.The working requires further remediation. <br /> • The third layer of select structural fill was placed on the fourth "step" of UG#6617. As <br /> built survey was completed prior to the placement of six inches of select structural fill <br /> over the geogrid. Compaction of the select structural fill was completed using a smooth <br /> drum roller.The working is considered remediated. <br /> 1.2 Structural Fill <br /> Structural Fill placement continued within the Squaw Gulch VLF Phase II footprint. NewFields <br /> personnel inspected fill material and observed placement and compaction procedures to <br /> ensure that they were in accordance with the project technical specifications. Ambient and fill <br /> material temperatures were monitored and recorded during fill placement to ensure that no <br /> frozen material was placed or compacted in the area. The following structural fill construction <br /> activities occurred during the shift: <br /> ➢ Slope rough grading(cut to stockpile/hauled to fill) in areas bounded by bench stations: <br /> o K13+00 to K14+00 and 118+00 to 120+00 <br /> o M16+00 to M20+00 and S32+00 to S46+00 <br /> o K16+00 to K20+00 and M12+00 to M16+00 <br /> o 122+00 to 128+00 and M16+00 to M22+00 <br /> > Slope Contouring (cut to fill) in areas bounded by bench stations: <br /> o M10+00 to M14+00 and K15+00 and K19+00 <br /> o J6+00 to J10+00 and K38+00 to K41+50 <br /> Page 2 <br />
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