My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-04-20_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2016-04-20_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 6:20:58 PM
Creation date
4/22/2016 8:32:00 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
4/20/2016
Doc Name
CQA Report - weeks ending 4/02/2016 and 4/09/2016
From
Newmont/CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Newmont Mining Corporation •■ <br /> Cripple Creek&Victor Gold Mine ■ <br /> Squaw Gulch VLF CQA <br /> NewFields Job No.475.0106.006 <br /> Week Ending Saturday,April 2,2016 <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 Upper Anaconda Mine Complex — UG#6525, UG#6524, UG#6488, UG#6487, <br /> UG#6489 (further remediation required) <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 fill) in areas bounded by bench stations: <br /> o N14+00 to N18+00 and M34+00 to M38+00 <br /> • Slope rough grading (cut to stockpile) in areas bounded by bench stations: <br /> o 114+00 to 118+00 and ADR Haul Road <br /> o K28+00 to K34+00 and ADR Haul Road <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 /> • Compaction of Structural Fill was achieved using a smooth drum roller. <br /> 1.3 Subgrade <br /> No work activities performed during this reporting period. <br /> 1.4 Leak Detection Trench <br /> No Leak Detection activities performed during this reporting period. <br /> Page 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.