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2010-08-17_REVISION - M1980244 (6)
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2010-08-17_REVISION - M1980244 (6)
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Last modified
6/15/2021 5:52:25 PM
Creation date
8/19/2010 8:12:39 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
8/17/2010
Doc Name
QA Monitoring & Test Results- Phase IV B/C, Triangle Liner Cert.- Apend. D- Tech Specs
From
CC&V
To
DRMS
Type & Sequence
AM9
Email Name
BMK
Media Type
D
Archive
No
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? amec'0 <br />' performed by the CQA Monitor on-site or in a geotechnical laboratory approved by the CERTIFYING <br />ENGINEER. <br />6.01 CONSTRUCTION TESTING: <br />During construction, the CQA Monitor shall test all earthwork components to verify that the construction is in <br />accordance with the SPECIFICATIONS. Testing shall be performed on all soil used in the construction to <br />confirm the materials meet SPECIFICATIONS. The CQA Monitor shall conduct testing after final placement <br />of the materials. The tests to be performed, and the testing frequency, for each material type are listed in <br />Tables 1. and 2. The testing frequencies specified in Tables 1 and 2 shall be increased when the CQA Monitor <br />1 determines that construction conditions (such as adverse weather, equipment breakdown, improperly ballasted <br />compactor, excessive lift thickness, improper soil type, improper moisture conditioning and compaction) <br />warrant additional tests. Additional tests will be approved by MANAGER and directed by the CQA Monitor. <br />' 6.02 CONSTRUCTION MONITORING: <br />The CQA Monitor will monitor and test all earthwork quality assurance components of the construction to <br />' verify that the construction is in accordance with the SPECIFICATIONS. The CQA Monitor shall identify <br />inadequate construction methodologies or materials that may adversely impact the performance of the facility <br />being constructed and existing structures. The CQA Monitor will record visual observations throughout the <br />construction process to ensure that the materials are placed to the minimum dimensions as shown on the <br />' DRAWINGS. Quality control testing will be performed by the CONTRACTOR. <br />6.02.01 FOUNDATION PREPARATION: <br />' The CQA Monitor shall observe and document the foundation preparation including: <br />¦ stripping and excavation activities to ensure that CONTRACTOR places the material in the <br />appropriate stockpile (Structural Fill, Select Structural Fill, Underdrain Fill, Leak Detection <br />Fill, Low Volume Solution Collection Fill, Bedding Fill, Soil Liner Fill, Drain Cover Fill, <br />Fine Shaft Backfill, Pipe Bedding Material and Granular Filter Material), if stockpiling is <br />necessary; <br />¦ stockpiling activities to verify location of stockpile, material type, and dressing; <br />¦ excavations for moisture seeps, unsuitable foundation soil, elevation, and proper drainage; <br />¦ subgrade preparation to confirm that the surface of the subgrade is free of soft, organic, and <br />' otherwise deleterious materials (such as debris, branches, vegetation, mud, ice, or frozen <br />materials); and that soil and rock surfaces that contain joints or fractures are adequately filled <br />in accordance with the SPECIFICATIONS; and <br />¦ construction of access roads, drainage control features and erosion control features to verify <br />compliance with the DRAWINGS and SPECIFICATIONS. <br />6.02.02 PLACEMENT OF MATERIALS: <br />During placement of Structural Fill, Select Structural Fill, Coarse Shaft Backfill, Cemented Rockfill, <br />Underdrain Fill, Low Volume Solution Collection Fill, Bedding Fill, Leak Detection Fill, Soil Liner Fill, Drain <br />' Cover Fill, Fine Shaft Backfill, Pipe Bedding Material and Granular Filter Material, the CQA Monitor shall: <br />¦ verify the use of appropriate fills; <br />Section 01400.1 Page 5 of 9 September 3, 2008 <br />Earthworks CQA Plan Revision 1 <br />SAProjects\1125E CCV CQA\I -Tech Specs\01400.1.r1.doc
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