My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-07-11_REVISION - M1980244
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2016-07-11_REVISION - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/28/2020 10:52:39 PM
Creation date
7/12/2016 8:02:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/11/2016
Doc Name
TR78 Corrected
From
Newmont
To
DRMS
Type & Sequence
TR78
Email Name
TC1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
138
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-Cripple Creek&Victor Gold Mine <br /> Technical Specification No.02776-O.DOCX ■ <br /> Squaw Gulch VLF <br /> Project No.475.0106.006 <br /> June 15,2016 <br /> Squaw Gulch VLF project and on delivery of geosynthetics to the Squaw Gulch VLF <br /> project. <br /> 5. Geomembrane rolls that do not meet the requirements of this SPECIFICATION will be <br /> rejected. CONTRACTOR shall replace the rejected material with new material that <br /> conforms to the SPECIFICATION requirements, at no additional cost to CC&V. <br /> 6. CONTRACTOR shall ensure that all personnel performing geomembrane-seaming <br /> operations are qualified by experience or by successfully passing seaming tests (see <br /> Article 3.08(D) of this section). MANAGER reserves the right to reject any welding <br /> technician whose performance is unsatisfactory. <br /> D. INSTALLER'S Superintendent and QC Inspector shall attend the pre-construction <br /> meeting. <br /> E. Field Samples <br /> 1. Geomembrane sampling and testing shall be conducted in accordance with the <br /> project SPECIFICATIONS for the following: <br /> a. trial seam testing (Article 3.07 of this Section) <br /> b. destructive seam testing (Article 3.09 of this Section) <br /> 2. CONTRACTOR shall maintain on-site a minimum of one spare operable tensiometer <br /> and provide documentation indicating that all tensiometers used at the project <br /> were calibrated within 60 days prior to the tensiometer arriving on-site for testing <br /> field samples. <br /> F. In order to prevent wind-damaged geomembranes from being placed, the following <br /> Quality Assurance procedures shall be followed: <br /> 1. CONTRACTOR shall perform its Work and utilize sufficient ballast as necessary to <br /> prevent wind uplift of the geomembrane panels. <br /> 2. If wind damage should occur, CERTIFYING ENGINEER shall determine if the <br /> geomembrane shall be repaired or replaced. Wind damage to the geomembrane <br /> will include wrinkles, creases, and tears, as determined by CERTIFYING ENGINEER. <br /> 3. Repair or replacement of the wind-damaged geomembrane shall be completed by <br /> CONTRACTOR at no additional cost to CC&V. <br /> 4. As determined by MANAGER and CERTIFYING ENGINEER, the geomembrane panel <br /> may be rejected at no cost to CC&V. <br /> 1.4. Delivery,Storage, and Handling <br /> A. Packing and Shipping <br /> 1. Labels on each roll delivered to Site shall identify the following. <br /> a. MANUFACTURER'S name <br /> b. Product Identification <br /> Page 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.