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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 0 <br />