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• <br />- Geomembrane: density (ASTM D1505) <br />cazbon black content (ASTM D1603) <br />thickness (GRI-GM8) <br />tensile strength (ASTM D638) <br />All conformance tests shall be performed in compliance with the project SPECIFICATIONS. The <br />CQA Momitor shall review the test results and shall report any nonconformance to the MANAGER, <br />CERTIFYING ENGINEER and the Geosynthetics Installation CONTRACTOR. <br />6.03 CONSTRUCTION MONITORING AND TESTING: <br />The CQA Monitor shall monitor and test all geosynthetic components of the construction to verify that <br />the construction is in compliance with the project SPECIFICATIONS. The CQA Monitor shall <br />idenfify inadequate construction methodologies or materials which may adversely impact the <br />performance of the facility being constructed and existing structures. Visual observations throughout <br />the construction process shall be made to ensure that the materials are placed to the lines and grades as <br />shown on the DRAWINGS. <br />The CQA monitor shall review the following submittals by INSTALLER during the project: <br />- verification that a qualified land surveyor has verified all lines and grades; and <br />- subgade surface acceptance certificates for each area to be covered by the lining system, <br />signed by the INSTALLER. <br />u <br />The CQA Monitor shall: <br />- Inspect all geosynthetic materials delivered to site. The CQA Monitor shall document <br />any damage and notify MANAGER; <br />- obtain geosynthetic packaging identification slips for verification and generation of an on- <br />site materials inventory; <br />- observe subgrade conditions prior to geosynthetics installation and verify that any <br />deficiencies, as defined in Section 02200 of the SPECIFICATIONS, aze corrected; <br />- observe permanent anchoring of geosynthetics to verify that design and project <br />SPECIFICATIONS are met; <br />- observe that required overlap distances aze met; <br />- monitor and record ambient air temperatures; <br />- verify that no continuous horizontal seams are placed on slopes unless approved by <br />CERTIFYING ENGINEER; and, <br />- observe and document that all soil materials placed on top of the geosynthetics are done <br />in such a manner as to ensure that the geosynthetics are not damaged. <br />6.03.01 GEOMEMBRANE: <br />Section 0(400.2 Page 6 of 11 <br />Geosynthetic CQA Plan Golder Associates <br />I.IW 12203100001CERiREP0803 WPIIJDSAPPE101900Lt5.DOC <br />March 22, 2000 <br />Revision 5 <br />