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2025-01-27_REVISION - M1980244 (4)
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2025-01-27_REVISION - M1980244 (4)
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Last modified
1/28/2025 1:09:23 PM
Creation date
1/28/2025 11:37:46 AM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
1/27/2025
Doc Name Note
07 Appendix C
Doc Name
Request for Technical Revision
From
CC&V
To
DRMS
Type & Sequence
TR146
Email Name
ERR
ZTT
LJW
BEH
JPL
HR1
Media Type
D
Archive
No
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Newmont‐Cripple Creek & Victor Gold Mine <br />Technical Specification No. 01400‐2 GEOSYNTHETICS CQA <br />VLF2 Phase 3 <br />Project No.475.0106.049 <br />August 27, 2021 <br /> <br /> <br /> <br />Technical Specification No. 01400‐2 Geosynthetics CQA Page 6 <br /> discuss any problems or potential construction problems. <br /> This meeting will be documented by the CQA MONITOR. <br />5.3. Deficiency Meetings <br />Special meetings will be held, as needed, to discuss potential problems or deficiencies. At a <br />minimum, these meetings will be attended by the CQA MONITOR and INSTALLER or <br />CONTRACTOR. If the problem relates to a design issue, the MANAGER, DESIGN ENGINEER <br />and CERTIFYING ENGINEER should also be present. The meeting will be documented by the <br />CQA MONITOR. <br />6. PART 6: GEOSYNTHETICS CONSTRUCTION QUALITY ASSURANCE <br />Construction of the valley leach facility or specified geosynthetics must be in compliance with <br />the design plans and SPECIFICATIONS. CC&V shall implement a CQA monitoring and testing <br />program to ensure construction compliance by the CONTRACTOR. The quality assurance <br />program shall consist of reviewing CONTRACTOR quality control submittals, material <br />conformance testing, and construction monitoring and testing. <br />The types of geosynthetics used in the valley leach facility construction include polyethylene <br />pipe, geomembrane and geotextile. These geosynthetics are defined in the project <br />SPECIFICATIONS. Prior to and during construction, these geosynthetics shall be sampled and <br />tested to determine if they meet project SPECIFICATIONS. All tests shall be performed in a <br />geosynthetics laboratory approved by the MANAGER and CERTIFYING ENGINEER. <br />6.1. Review Quality Control Submittals <br />Prior to geosynthetic installation, the CQA MONITOR shall review the INSTALLER'S quality <br />control submittals to evaluate or confirm that these materials meet project requirements. The <br />CQA MONITOR shall review the QC submittals that are outlined in Section 02776 <br />(Geomembrane) and Section 02777 (Geotextile) of the SPECIFICATIONS. <br />6.2. Geomembrane Conformance Testing <br />Prior to geosynthetic installation, the CQA MONITOR shall obtain samples of the <br />geomembrane for conformance testing to confirm that these materials meet project <br />requirements. The conformance testing frequency shall be at a rate of 1 test per 150,000 <br />square feet. Samples shall be taken across the entire width of the roll and shall not include the <br />first 3 feet. The samples shall be 3 feet wide by the roll width. The CQA MONITOR shall mark <br />the machine direction, roll number on the sample, and date the sample was obtained and
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