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2016-02-16_REPORT - M1980244
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2016-02-16_REPORT - M1980244
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Last modified
8/24/2016 6:19:18 PM
Creation date
2/17/2016 8:01:44 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
2/16/2016
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 MINE <br /> NEWMONT MINING CO. amec <br /> SQUAW GULCH VLF WEEKLY REPORT foster <br /> wheeler <br /> Drain Cover Fill: <br /> None. <br /> Rip Rap: <br /> Preparation of subgrade between station S28+00 to S32+00 for rip rap placement. Placed rip rap <br /> between stations S26+00 to S34+00 per project plans and specifications. <br /> Underground Workings: <br /> Blasting: <br /> UG#6117: Previously drilled confirmatory boreholes were shot. Further remediation <br /> required. <br /> Confirmatory Drilling: <br /> UG#6477: Sandvik 700—24.0 hours, 2600LF. Further remediation required. <br /> Remediation: <br /> UG#6538: First and second layer of geogrid and Select Structural Fill installed. <br /> Structural Fill backfilled and compacted. All work completed per project plans and <br /> specifications. Remediated. <br /> UG#6531: A Cat excavator removed shot rock in preparation for geogrid subgrade. <br /> Further remediation required. <br /> UG#6455: A Cat excavator removed shot rock in preparation for geogrid subgrade. <br /> Further remediation required. <br /> UG#6470: A Cat excavator removed shot rock in preparation for geogrid subgrade. <br /> Further remediation required. <br /> UG#6471: A Cat excavator filled the open shaft with approximately 587 cubic yards of <br /> onsite material compliant with the coarse shaft backfill specification in preparation for a <br /> concrete plug. Further remediation required. <br /> Underdrain System: <br /> Primary Underdrain: Complete. <br /> Secondary Underdrain: None. <br /> Tertiary Underdrain: None. <br /> Leak Detection: <br /> A Cat 740 haul truck, a Cat 308 excavator and a Cat skidsteer placed SLF between stations <br /> HM13+00 to HM20+00 in preparation for leak detection construction. Approximately 500 LF of <br /> leak detection trench was excavated and constructed. Began backfilling completed trench area <br /> to subgrade elevation. All work completed per project plans and specifications. <br /> Geomembrane: <br /> None. <br /> Miscellaneous: <br /> None. <br />
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