My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-02-16_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2016-02-16_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 6:19:18 PM
Creation date
2/17/2016 8:01:44 AM
Metadata
Fields
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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
CRIPPLE CREEK &VICTOR GOLD MINE ! <br /> NEWMONT MINING CO. amec <br /> SQUAW GULCH VLF WEEKLY REPORT foster <br /> wheeler <br /> Owner: Cripple Creek &Victor Gold Mining Co. Project Number: 74201125N0 <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: February 6, 2016 <br /> Location: Cripple Creek &Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 01.31.2016 through 02.06.2016 <br /> Days SM TWT F S <br /> D <br /> Work Shifts <br /> D=Day Shift N=Night Shift W=Weather <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 21°F to 33°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br /> Lows: -2°F to 12°F Precipitation: Snow <br /> Wind: Moderate to strong <br /> Ames: Continuing construction tasks for the Valley Leach Facility(VLF). <br /> Planning: Continuing construction activities and scheduling for the VLF. <br /> CONSTRUCTION ACTIVITIES AND PROGRESS: <br /> I) Earthworks <br /> **Amec Foster Wheeler field professional monitored fill material temperatures during fill placement. <br /> Average temperatures were above 32°F. All construction materials placed were verified as <br /> suitable, and construction methods were in accordance with project technical specifications.** <br /> A) VLF (PSSA, Phase 1, and 2) <br /> Structural Fill: <br /> The following Structural Fill haul to fill and grading activities occurred: <br /> Cat dozers graded slopes in the vicinity of stations 132+00 and M10+00 to M20+00. A Cat <br /> smooth drum roller compacted the fill areas. <br /> All of the above Structural Fill material was placed, compacted, and graded per the project plans <br /> and specifications. <br /> Soil Liner Fill: <br /> None. <br /> Rip Rap: <br /> None. <br />
The URL can be used to link to this page
Your browser does not support the video tag.