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have proper manufacturer's documentation must also be stored at a separate location, <br /> until all documentation has been received and approved. <br /> 4.4.2 Acceptance Testing <br /> Tests. The QA/QC Consultant will ensure that samples are removed and forwarded to the <br /> Geosynthetic CQA Laboratory for testing at a frequency of one sample per lot or one per 100,000 sq. <br /> ft., whichever is more stringent, to ensure conformance to both the Specifications and the <br /> Manufacturers list of guaranteed properties.The material will be sampled at the site by the QA/QC <br /> Inspectors or at the manufacturing plant by an independent third party under the direction of the <br /> QA/QC Consultant. <br /> As a minimum,the following shall be established for the Geocomposite: <br /> Geonet Core (measurements shall be taken on the edge of the sample where geotextile <br /> and geonet are unbonded): <br /> • Thickness (ASTM D5199) <br /> Geocomposite: <br /> • Peel Strength(GRI GC7) <br /> • Index Transmissivity (ASTM D4716) <br /> Direct Shear Testing (ASTM D5321). The QA/QC Consultant shall perform a direct shear test <br /> (minimum one test per project or material type) between the project specific GCL, single-sided <br /> textured HDPE geomembrane (textured side towards GCL), and geocomposite drainage net per <br /> ASTM D5321 and as described in the Specifications. <br /> The QA/QC Manager will review all acceptance test results and report any non-conformance to the <br /> Construction Manager and Contractor. <br /> Sampling Procedures. Samples will be taken across the entire width of the roll. Unless otherwise <br /> specified, samples will be 3 ft(1 m) long by the roll width. The QA/QC Consultant will mark the <br /> machine direction on the samples with an arrow. <br /> Page 40 <br />