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_REVISION - M1980244 (27)
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_REVISION - M1980244 (27)
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Entry Properties
Last modified
6/18/2021 8:07:23 AM
Creation date
11/21/2007 4:54:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Name
Apeendix B-1 Photograph Log
From
Cripple Creek & Victor Gold
To
DMG
Type & Sequence
AM8
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Phase [Vb Weekly Summary No. 3 Page 3 003-2203 <br />• Ames continued placement of Select Structural Fill (SSF) into UG-270 and UG-?88/289. <br />Ames constructed a geogrid cap over UG-269 and UG-286. Ames placed two layers of geogrid in <br />accordance with the drawings and specifications. <br />Field Monitorine and Testing Activities <br />Golder observed construction activities associated with Phase IV earthworks. All construction <br />materials and soil materials placed were verified as suitable, and construction methods were in <br />accordance with project specifications. Removal of oversized and deleterious material from all fill <br />areas was observed. Golder observed Structural Fill (SF) placement in Phase IV for materials, lift <br />thickness, moisture content, and compactive effort. <br />Golder observed placement of SLF and BF in Phase IVb for subgrade preparation, thickness, <br />compaction, moisture content, and materials. Golder conducted seventeen in-situ density and <br />moisture content tests to verify SLF placed complied with the specifications. Golder observed <br />eleven depth verification tests performed by Ames. <br />Golder observed and documented remediation activities associated with the Phase IV underground <br />working construction. Workings were designated as "Shallow or Deep" as defined in the drawings. <br />Golder observed placement of SF, SSF, CP, and CR for underground working remediaion. These <br />. materials were placed in accordance- with the drawings and specifications into excavated or open <br />underground workings. Golder previously obtained samples of SF, SSF, CR, and CP for laboratory <br />testing. Materials supplied met specifications. Terracon conducted field testing and sampling of CP <br />concrete as per specifications, and will supply 28-day strength results. <br />Golder observed excavation of geomembrane anchor trench for proper dimensions, and depth of SLF <br />exposed in the anchor trench. Golder observed anchor trench backfill activities for material, lift <br />thickness, and compactive effort. <br />Golder observed geomembrane deployment, documenting ambient air temperature, pane- <br />dimensions, seaming, tie-in overlap, and seam testing (trial seams, pressure, vacuum, and <br />destructive). Geomembrane placed in Phase IVb met specifications. <br />Golder observed and documented confirmation drilling activities associated with the Phase IV <br />construction. Full-time monitoring was given to confirmation drilling of underground workings, <br />including logging holes, marking drill locations, surveying holes, and documenting underground <br />workings encountered. <br />Golder observed construction of a trench and sump near the PSSA sump. Ames installed the trench, <br />sump, and Underdrain Fill in accordance to the Certifying Engineers requirements. <br />• <br />PIUU IV6035egC9-Oca2 Golder Associates Inc. <br />
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