My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-11-19_REPORT - M1980244
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1980244
>
2011-11-19_REPORT - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:45:10 PM
Creation date
11/28/2012 3:04:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
11/19/2011
Doc Name
FINAL REPORT, VOLUME 1 of 3 2011 phase 5 valley leach facility ore storage 1 OF 1
From
CC&V
To
DRMS
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.
/
110
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
ame0 <br />Lone Star Lining Company (Lone Star) of Arlington, Texas, completed the installation of <br />geomembrane liner from June 2011 through October 2011. Messrs. Ron Roberts and Jim <br />Smith represented CC &V as the Construction Manager and Construction Superintendent, <br />respectively, during the course of the work. All quantities and testing frequencies presented <br />in this report are current as of November 2011, which represents completion of the 2011 <br />Phase 5 VLF OSA 3 Portion, as detailed in this report. <br />1.2 Construction Quality Assurance /Construction Quality Control <br />AMEC provided CQA and CQC monitoring and testing services, and prepared this report <br />describing the monitoring and test results for the 2011 Phase 5 VLF OSA 3 Portion. <br />As -built drawings and supporting CQA monitoring and testing documentation are presented <br />in appendices attached to this report. <br />1.2.1 CQA Monitoring of Earthworks <br />AMEC provided CQC testing and CQA testing and monitoring of earthworks for the 2011 <br />Phase 5 VLF OSA a Portion. CQA testing and monitoring of earthworks was provided for <br />in -place materials in accordance with the AMEC Earthworks CQA Plan (Section 1400.1 of <br />the Specifications; see Appendix E). The earthworks material specifications for this project <br />are summarized in Table 1. CQC earthworks testing was provided to support the contractor <br />during the manufacture of materials and prior to material placement. The CQC test results <br />are not included in this report because these tests were intended to assist the contractor in <br />materials preparation rather than record testing. <br />AMEC provided CQA laboratory and field testing, and monitored earthworks construction <br />activities as follows: <br />• AMEC monitored topsoil stripping, site grading, including slope <br />re- contouring and fill placement, lift thickness, moisture conditioning, <br />temperatures, compactive effort, in -place nuclear density testing, and use <br />of suitable material for Structural Fill (SF). AMEC performed CQA <br />laboratory testing of grain size and Atterberg limits. <br />AMEC Earth & Environmental, Inc <br />2000 S Colorado Blvd 2 -1000 <br />Denver, CO 80222 <br />Tel 303 - 935 -6505 <br />Fax 303 - 935 -6575 www amec corn 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.