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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. 02200 EARTHWORKS <br />VLF2 Phase 3 <br />Project No.475.0106.049 <br />August 27, 2021 <br /> <br /> <br /> <br />Technical Specification No. 02200 Earthworks Page 18 <br />9. CONTRACTOR shall verify the final thickness of Drain Cover Fill to determine <br />compliance with this SPECIFICATION. CONTRACTOR shall record verification location, <br />elevation, and thickness. CQA MONITOR shall witness all verification measurements. <br />CONTRACTOR will submit a method of verifying Drain Cover Fill depth to MANAGER <br />for approval. Areas with deficient thickness shall be reworked by CONTRACTOR, until <br />acceptable measurements are obtained. If MANAGER or CERTIFYING ENGINEER <br />suspects the occurrence of any damage to the underlying geosynthetics, MANAGER <br />will instruct CONTRACTOR to remove Drain Cover Fill to expose the geosynthetics. <br />CONTRACTOR shall uncover, repair any observed damage of the underlying <br />geosynthetics, in accordance with the repair requirements of Sections 02776 and <br />02777 of the SPECIFICATIONS and recover, at no cost to CC&V. <br />10. CONTRACTOR will provide adequate illumination as approved by MANAGER, if Drain <br />Cover Fill placement is carried out at night. A minimum of 2‐foot candles measured <br />at the synthetic liner shall be used when Drain Cover Fill placement is carried out at <br />night. <br />I. Select Drain Cover Fill <br />1. Select Drain Cover Fill shall be placed around the PSSA Riser Pipes as shown on the <br />drawings. <br />2. CONTRACTOR shall place Select Drain Cover Fill in maximum 24‐inch loose lifts <br />around the PSSA Riser Pipes. The fill elevation shall always rise evenly around the <br />pipe. <br />3. CONTRACTOR will not allow mobile heavy equipment to contact the PSSA Riser Pipe <br />during fill placement. <br />4. CONTRACTOR shall place Crushed Ore, or an equivalent material approved by the <br />CERTIFYING ENGINEER and MANAGER around the limits of the Select Drain Cover <br />Fill placement as the elevation of the Select Drain Cover Fill rises. <br />5. Select Drain Cover Fill is to remain loose and free draining around the PSSA Riser Pipe <br />Louvered Screen. Any material that is not loose around the screen will be scarified <br />and made loose before the placement of the next lift of material. <br />6. CONTRACTOR shall constantly monitor the plumb of the PSSA Riser Pipes during <br />Select Drain Cover Fill placement. Any corrections required to maintain the plumb of <br />the PSSA Riser Pipes will be done so at no cost to CC&V. <br />J. Pipe Bedding Material <br />1. Pipe bedding material shall be placed around the CSP as shown on the drawings. <br />2. For piping external to the valley leach facility, CONTRACTOR shall compact the Pipe <br />Bedding Material requiring compaction to at least 95 percent of the maximum dry
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