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2019-10-25_REVISION - M1980244 (11)
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2019-10-25_REVISION - M1980244 (11)
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Entry Properties
Last modified
1/6/2025 6:11:59 AM
Creation date
10/25/2019 12:46:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
10/25/2019
Doc Name
Adequacy Review Response
From
CC&V
To
DRMS
Type & Sequence
TR118
Email Name
TC1
Media Type
D
Archive
No
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NEWMONT <br /> GO[DCORP <br /> Regardless, these should be identified in the legend on each as-built drawing. Please <br /> submit updated drawings. <br /> The enclosed As-Built drawing has been updated. <br /> 8. Geomembrane Panel Lavout As-Built, Drawing No. 10: Please address the following <br /> (referencing Appendix J.1, Geomembrane Deployment Summary): <br /> a. Identify the medium sized panel with adjacent panel numbers P2780 & P2781 on <br /> it, <br /> The enclosed As-Built drawing has been updated. <br /> b. Identify the small panel between P2749 and P3171, <br /> The enclosed As-Built drawing has been updated. <br /> c. Clarify why there are two DX-190 in differing locations. <br /> One of the DX-190 was mislabeled, and the enclosed As-Built drawing has <br /> been updated. <br /> d. The following destructive fusion welds tests DF-876, DF-895, DF-897, DF-934, DF- <br /> 936, DF-937, DF-938, DF-939, DF-941, DF-942, DF-943, DF-944, DF-946, DF- <br /> 950, are not located on the drawing. Please update the drawing with the missing <br /> test locations, <br /> DF-876, DF-895,and DF-897 was removed as part the Geomembrane removal <br /> and replacement discussed in Section 2.10 of the report. The enclosed As- <br /> Built drawing has been updated to the other missing destructive fusion weld <br /> test. <br /> e. The following destructive extrusion welds tests DX-170, DX-179, are not located <br /> on the drawing. Please update the drawing with the missing test locations. <br /> The enclosed As-Built drawing has been updated. <br /> 9. Drain Cover Fill As-Built Isopach, Drawing 11: This drawing presents multiple smaller <br /> areas where the drain cover rill is less than the required 2 feet. Please provide some <br /> discussion as to whether this was field checked and how these areas were brought up to <br /> specification. <br /> DCF is placed within the project limits with a low ground pressure D6 dozer with <br /> GPS capability. NewFields QAIQC representatives constantly monitored placement <br /> of DCF. Direct measurement of the DCF with a tape measure was performed if the <br /> DCF depth appeared to be less than 2 feet, based on visual inspection. If the CQA <br />
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