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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. 01050 CONSTRUCTION STAKING <br />VLF2 Phase 3 <br />Project No.475.0106.049 <br />August 27, 2021 <br /> <br /> <br /> <br />Technical Specification No. 01050 Construction Staking Page 2 <br />change in fill or synthetic material type, and any other aspect of the work to facilitate <br />construction and as required by the MANAGER. <br />B. Submittals By CONTRACTOR Upon Completion of Work: <br />Within seven (7) calendar days after completion of the WORK, CONTRACTOR shall <br />furnish MANAGER with "Record Drawings" (also referred to as "As‐Built Drawings") of <br />the Work. The Record Drawing will be drawn at a scale of 1‐inch equals 100 feet with 10 <br />foot topographic contour interval, and on a 24‐inch by 36‐inch sheet. All surveying <br />Record Drawings shall be signed and sealed by the Colorado licensed surveyor who <br />directed the work. The required surveying shall be carried out on a 100‐foot by 100‐foot <br />grid with additional survey points required to define valley leach facility topographic <br />features (i.e., toe of slope, crest of slope, breaks in grade), unless otherwise directed by <br />MANAGER. The Record Drawings shall include elevations and locations for the following: <br /> Leak detection trench plan view showing the limits of the valley leach facility, leak <br />detection trench alignment, and leak detection sumps, with elevations every <br />approximately 100‐feet <br /> Soil Liner Fill plan view showing the limits of the valley leach facility, with contours of <br />the Soil Liner Fill and Bedding Fill surface on a 10‐foot contour interval, including the <br />regraded ore slopes and end berms <br /> Low Volume Solution Collection piping plan showing the limits of the composite liner, <br />double liner and single liner, and piping alignment with elevations every <br />approximately 100 feet <br /> Perimeter access roads <br /> Top of Upper geosynthetics in the Pregnant Solution Storage Area, including the <br />Vertical Riser Sump and base plates <br /> High Volume Solution Collection piping plan showing the limits of the VLF, and piping <br />alignment with elevation every approximately 100‐feet <br />In addition, the Colorado licensed surveyor will provide a surveyor's certificate to be <br />submitted in the Construction Certification Report. <br />C. Submittal <br />CONTRACTOR will submit completed as‐built documentation within seven (7) <br />calendar days upon completion of the work in the following manner: <br />1. Submit two (2) hard copies to the MANAGER. <br />2. Submit two (2) non‐reproducible copies to the MANAGER in electronic form on <br />compact disks (CD) or DVD’s and in an AutoCAD compatible format.
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