My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-06-09_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2016-06-09_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
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
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,June 4,2016 <br /> 1.7 Riprap <br /> No work performed during this reporting period. <br /> 2.0 GEOSYNTHETICS <br /> 2.1 Geogrid <br /> No work performed during this reporting period. <br /> 2.2 Geomembrane Delivery <br /> Twelve rolls of geomembrane were delivered to the site on Saturday, June 04, 2016. NewFields <br /> inventoried the geomembrane rolls and monitored the offloading procedures. No defects were <br /> noted during the inventory process. <br /> 2.3 Geomembrane Installation <br /> Geomembrane installation continued within the Phase 1 SGVLF in the areas shown on Figure 3. <br /> Approximately 55,915 square feet (P-1716 to P-1731) of 80 mil LLDPE (double sided texture) <br /> was deployed. Subgrade was inspected and approved by NewFields and ECA representatives <br /> prior to geomembrane deployment. Approximately 3,069 linear feet of seam was fusion welded <br /> using two fusion welding machine/operator combinations. Eight destructive testing samples <br /> were marked during fusion seaming. Non-destructive testing was performed for fusion welded <br /> seams. <br /> 2.4 Anchor Trench <br /> Approximately 220 feet of anchor trench was excavated in accordance with design drawings <br /> and project technical specifications. <br /> 2.5 Geomembrane Acceptance <br /> No work performed during the shift. <br /> 3.0 STORM WATER MANAGEMENT <br /> Best Management Practices continued to be performed. <br /> 4.0 NEWFIELDS LABORATORY ACTIVITIES <br /> NewFields personnel performed sieve analysis, atterberg limits, compaction and permeability <br /> testing.The following samples were collected for laboratory testing: <br /> Page 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.