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REP19624
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REP19624
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Entry Properties
Last modified
8/24/2016 11:48:17 PM
Creation date
11/27/2007 2:41:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Report
Doc Date
5/15/1995
Doc Name
SAN LUIS PROJECT
From
WESTEC
To
DMG
Media Type
D
Archive
No
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Third Party Oversight 9 Weter, Waste & Land, Ine. <br />' San Luis Mine June 9, 1994 <br />' 3.0 CONSTRUCTION OVERSIGHT AND QUALITY ASSURANCE TESlNNG <br />' 3.1 CONSTRUCTION OVERSIGHT <br />Construction field oversight work began on November 11, 1993 and concluded on <br />December 8, 1993 when the embankment and tailings disposal facility expansion construction <br />was substantially completed. A registered professional engineer from WWL was on site for <br />a majority of each construction day from November 17 through December 8, 1993. On-site <br />observation was scheduled to accommodate the two-shift per day construction schedule. The <br />engineer generally observed and reviewed all phases of construction activities undertaken both <br />by BMRI and subcontractors including: <br /> ^ Construction techniques and material placement methods, <br /> ^ Borrow area excavations and general material types, <br /> ^ QA sampling and testing including VLDPE welding, vacuum and destructive tests, <br /> and fill material density, gradation and permeability tests, <br />' ^ Shift changes between the day and night crews to verify continuity of material <br /> selection from the borrow areas and placement methods by the operators, <br />' ^ QA test results conducted both on-sight and off-sight, and <br />' ^ Technical submittals. <br />Daily field logs were completed by the engineer. Copies of the logs are located in <br />' Appendix A. <br />Several occasions arose during construction when materials or construction techniques <br />' being employed may have created some concern with the DMG. Examples include isolated <br />areas where drain spacing was greater than the specified 40 feet and isolated tnuckloads of <br />embankment fill containing significant quantities of oversized materials. As these pccurrences <br />were infrequent, the engineer decided not to immediately contact the DMG, but did note any <br />potential problems in the daily field logs and in the weekly reports to the DMG, and also <br />brought the materials/techniques to the attention of the field QA personnel in a timely matter. <br />This allowed on-site QA personnel to verify materials/techniques beforeadditional oonstruction <br />activities covered the areas in question. <br />3.2 QUALITY ASSURANCE TESTING <br />In general, QA test results provided appear to be adequate and valid. This includes <br />' results from tests conducted before and after third-party oversight. Table 3.1 provides a <br />summary of the frequency of QA tests conducted on construction materials based on the Final <br />Construction Report (SRK, 19941. <br /> <br /> <br />
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