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2016-08-01_REPORT - M1980244
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2016-08-01_REPORT - M1980244
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Entry Properties
Last modified
12/4/2020 3:49:05 AM
Creation date
8/1/2016 2:47:28 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
8/1/2016
Doc Name
Weekly Construction Quality
From
Newmont
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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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,July 23,2016 <br /> Mike Smith - - - PE - - - <br /> PR—Project Resident; LS— Lead Soils Technician; ST—Soils Technician; PE—Principal Engineer <br /> LG—Lead Geosynthetics; GT—Geosynthetics Technician; PCE— Project Certifying Engineer <br /> 1.0 EARTHWORKS <br /> 1.1 Underground Working Remediation <br /> Blasting was performed at the Upper Anaconda Mine Complex (AMC). The shot was <br /> performed to collapse the crown pillar by loading previously drilled confirmatory <br /> boreholes. The shot was inspected post blast and found to have dropped down into the <br /> working, indicating a collapsed crown pillar. <br /> The shot rock at the Upper Anaconda Mine Complex was investigated using an <br /> excavator. A remediation plan will be developed for the area upon completion of the <br /> investigation. <br /> 1.2 Structural Fill <br /> Structural Fill placement continued within the Squaw Gulch VLF Phase 1 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 <br /> temperatures remained above 32 degrees Fahrenheit throughout the shift. The following <br /> structural fill construction activities occurred during the shift: <br /> Slope contouring (cut to fill) in areas bounded by bench stations: <br /> o L5+00 to L10+00 and the Haul Road <br /> Compaction was achieved using a smooth drum roller. <br /> Material was cut from the Phase 1 slope near Station L10+00 and hauled to waste. <br /> 1.3 Subgrade <br /> No subgrade acceptance was performed during this reporting period. Figure 1 shows the <br /> previous subgrade acceptance areas. <br /> 1.4 Leak Detection Trench <br /> Approximately 100 feet of leak detection trench were constructed along the High Grade Mill <br /> slope in accordance with the project technical specifications. <br /> Page 2 <br />
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