My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-03-04_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2016-03-04_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/16/2020 10:44:01 PM
Creation date
3/7/2016 5:03:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
3/4/2016
Doc Name
Weekly Constuction Quality Assurance Report(w/e: 2/20/16)
From
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.
/
7
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: 74201125NO <br /> Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: February 20, 2016 <br /> Location: Cripple Creek&Victor Gold Mine, CO <br /> Contractor: Ames Construction, Inc. <br /> Reporting Period: 02.14.2016 through 02.20.2016 <br /> Days S I M T W T F S <br /> D D D D <br /> Work Shifts J::[:D: <br /> D=Day Shift N=Night Shift W=Weather <br /> Ambient Temperature Ranges During Week Weather Conditions During Week: <br /> Highs: 38°F to 50°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br /> Lows: 180F to 30OF Precipitation: None <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 /> 1) 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 (Phase 1 and 2) <br /> Structural Fill: <br /> The following Structural Fill haul to fill and grading activities occurred: <br /> Cat dozers placed cut-to-fill on slopes in the vicinity of station 120+00 to 128+00, K18+00 to <br /> K20+00 and M20+00 to M23+00. <br /> A Cat dozer backfilled the portion of the Phase 2 diversion channel between stations S3+00 to <br /> S4+00 where a temporary drain pipe was installed to convey any runoff to the Phase 2 retention <br /> pond. <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 /> Processing continued at Dump 1 location. <br />
The URL can be used to link to this page
Your browser does not support the video tag.