My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-06-07_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2010-06-07_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:52:25 PM
Creation date
6/8/2010 10:39:59 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
6/7/2010
Doc Name
Weekly Construction Quality Assurance ("CQA") Reports: Weeks of 05/02/2010 and 05/09/2010.
From
CC&V
To
DRMS
Type & Sequence
AM9
Email Name
BMK
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.
/
25
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
amec <br />Earth & Environmental <br />VLF EARTHWORKS FIELD MONITORING SUMMARY (WEEKLY REPORT) <br />Project Title: CC&V/ Phase 5 <br />Owner: Cripple Creek & Victor Gold Mining Co. <br />Location: Cripple Creek & Victor Gold Mine <br />Work Element: Phase 5 CQA/ VLF <br />Date: May 8, 2010 <br />Project No.: 84201125EO <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day/Night <br />Reporting Period: 5/2/10 through 5/8/10 <br />Days S M T W T F S <br />Work Shifts - D D D D D D <br /> - N N N N N - <br />D = Day Shift N = Night Shift <br />Ambient Temperature Range (F): Low: 21 °F to 36°F (+/-) <br />AMES: No issues <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />High: 48°F to 64°F (+/-) <br />II) EARTHWORKS <br />A) Stripping <br />1) VLF <br />Topsoil stripping was performed during clay excavation using one CAT D-8 dozer and one <br />CAT 330 excavator at the East Cresson Clay Borrow. Haulage of topsoil to the East Cresson <br />Clay Borrow topsoil stockpile continued using tandem-axel haul trucks. <br />B) Subgrade Preparation <br />1) VLF <br />Fine grading, moisture conditioning, and compaction of subgrade, preparing for soil liner fill <br />placement, was performed between stations B0+50 (+/-) and B13+00 (+/-), approximately 0 to <br />550 feet right of centerline. Preparation was performed using various CAT dozers, a tandem- <br />axel water truck, and a 10-ton vibratory smooth drum compactor. The area was inspected and <br />approved by AMEC and Ames representatives. The area approved throughout the week is <br />shown in Attachment A. <br />C) Slope Contouring <br />1) VLF <br />Slope contouring was performed in the following areas: between stations 130+00 (+/-) and <br />B12+00 (+/-), approximately 0 to 300 feet right of centerline; between stations C1+00 (+/-) and <br />C6+00 (+/-), approximately 75 to 100 feet right of centerline; between stations E4+00 (+/-) and <br />E8+00 (+/-), approximately 0 to 75 feet left of centerline; between stations F0+00 (+/-) and <br />F12+00 (+/-), approximately 100 feet left of centerline to 300 feet right of centerline; between <br />VLF Weekly Report WE 05.08.10.13
The URL can be used to link to this page
Your browser does not support the video tag.