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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
Metadata
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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. 01400-1 EARTHWORK CQA – Owner Perform Work <br />VLF2 Phase 3 <br />Project No.475.0106.049 <br />September 13, 2023 <br /> <br /> <br /> <br />Technical Specification No. 01400-1 Earthwork CQA – Owner Performed Work Page 6 <br />6.1. Overburden Fill Placement <br />Construction of the Overburden Fill will be completed by the CONTRACTOR prior to the arrival <br />of the CQA MONITOR. During this period, the MANAGER will provide the CERTIFYING ENGINEER <br />and Division of Reclamation, Mining and Safety with weekly progress reports. These reports will <br />include photographic evidence the material being placed meets the specification requirements, <br />progress being made, and placement methods utilizing a template developed by the CERTIFYING <br />ENGINEER. In addition, “Photographic Analysis” of the gradation of the material will be <br />completed by the MANAGER on a monthly basis. Additionally, on a quarterly basis the <br />CERTIFYING ENGINEER will perform on-site visual inspections and meet with the MANAGER to <br />review the progress of the Overburden Fill placement. <br /> <br />6.2. Construction Testing <br />During construction, the CQA MONITOR shall test all earthwork components to verify that the <br />construction is in accordance with the SPECIFICATIONS. Testing shall be performed on all soil <br />used in the construction to confirm the materials meet SPECIFICATIONS. The CQA MONITOR shall <br />conduct testing after final placement of the materials. The tests to be performed, and the testing <br />frequency, for each material type are listed in Tables 1. The testing frequencies specified in Tables <br />1 and 2 shall be increased when the CQA MONITOR determines that construction conditions <br />(such as adverse weather, equipment breakdown, improperly ballasted compactor, excessive lift <br />thickness, improper soil type, improper moisture conditioning and compaction) warrant <br />additional tests. Additional tests will be approved by MANAGER and directed by the CQA <br />MONITOR. <br />6.3. Construction Monitoring <br />The CQA MONITOR will monitor and test all earthwork quality assurance components of the <br />construction to verify that the construction is in accordance with the SPECIFICATIONS. The CQA <br />MONITOR shall identify inadequate construction methodologies or materials that may adversely <br />impact the performance of the facility being constructed and existing structures. The CQA <br />MONITOR will record visual observations throughout the construction process to ensure that the <br />materials are placed to the minimum dimensions as shown on the DRAWINGS. Quality control <br />testing will be performed by the CONTRACTOR. <br />6.3.1. Foundation Preparation <br />The CQA MONITOR shall observe and document the foundation preparation including: <br /> stripping and excavation activities to ensure that CONTRACTOR places the material in the <br />appropriate stockpile (Structural Fill, Select Structural Fill, Leak Detection Fill, Low Volume <br />Solution Collection Fill, Bedding Fill, Soil Liner Fill, Drain Cover Fill, Fine Shaft Backfill, Pipe
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