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2. Types: <br />a. Preferred: "J" type seams. <br />b. Acceptable: Flat or butterfly seams. <br />3. Stitch Count: Minimum 3, to maximum 7, stitches per inch. <br />4. Stitch Type: Double -thread chainstitch, Type 401, Federal Standard <br />No. 751a. <br />5. Sewing Machines: Capable of penetrating four layers of geotextile. <br />6. Stitch Location: 2 inches, or more, if necessary, from geotextile edges to <br />develop required seam strength. <br />A. Should the geotextile on the Geocomposite be damaged during any step of the <br />installation, torn or punctured sections shall be repaired by placing a piece of <br />geotextile which extends at least 2 feet in all directions beyond the damaged area. <br />Geotextile repair patches shall be secured by sewing or bonding as approved by <br />the QA/QC CONSULTANT. <br />B. Repairs to the geonet shall be made by cutting a patch and joining using plastic <br />ties. The patch must extend at least 2 feet in all directions beyond the damaged <br />area. The geotextile shall then be repaired as required above. <br />3.4 CONSTRUCTION QUALITY CONTROL <br />A. The QA/QC CONSULTANT shall enforce all requirements associated with the <br />Geocomposite to ensure compliance with the CQA Manual. <br />B. The QA/QC CONSULTANT may, at its discretion, perform destructive geotextile <br />seam tests of the installed Geocomposite. <br />3.5 ACCEPTANCE <br />A. GEOSYNTHETICS CONTRACTOR shall retain ownership and responsibility <br />for Geocomposite until accepted by OWNER. <br />B. OWNER will accept Geocomposite when all of the following conditions are met: <br />1. The installation is complete. <br />2. Required documentation is complete. <br />3. The QA/QC CONSULTANT's final report is complete. <br />4. Verification of the adequacy of all seams and repairs, including associated <br />testing, is completed. <br />5. Written certification documents have been received by the QA/QC <br />CONSULTANT and OWNER. <br />PART 4 MEASUREMENT AND PAYMENT (Refer to Section 01200, PRICE AND <br />PAYMENT PROCEDURES) <br />END SECTION <br />FORWARD LANDFILL WMU FU -06 GEOCOMPOSITE <br />02774 8 DRAINAGE NET <br />