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2. Supplied by a power source capable of providing constant voltage under a <br />combined -line load. <br />3. Provided with a protective lining and splash pad large enough to catch spilled <br />fuel under an electric generator, if used on geocomposite. <br />PART 3 - EXECUTION <br />3.01 EXAMINATION <br />A. Prior to installation of geocomposite, examine underlying construction for <br />conformance with specifications. Verify the following: <br />1. Underlying installations are complete, installed as designed, as -built <br />documentation, MQC documentation and CQA documentation has been <br />provided to the Enginer. <br />2. No debris or rocks are on the geomembrane in areas where geocomposite will <br />be deployed. <br />3.02 DEPLOYMENT <br />A. Deploy geocomposite as indicated in Drawings. <br />B. Follow manufacturer's recommendations, standards, and guidelines. <br />1 02773-7 <br />C. <br />On slopes greater than 10 percent, deploy geocomposite using full length rolls <br />placed in the direction of the slope. Prevent end seams on slopes. Reposition <br />geocomposite by hand, if necessary, after unrolling to minimize wrinkles. <br />D. <br />Do not entrap in geocomposite excessive dust, stones, or moisture that could <br />damage or clog drains or filters or hamper subsequent seaming. <br />E. <br />Lay smooth with no wrinkles and free of stresses. <br />F. <br />Secure during deployment by placing sandbags as ballast. Leave ballast in place <br />until the geocomposite is covered. <br />G. <br />Examine geocomposite over entire completed surface to ensure that no potentially <br />harmful foreign objects, such as needles, are present. Remove any foreign objects. <br />H. <br />Do not drag geocomposite across rough or textured surfaces to avoid damage to the <br />geocomposite. Use a smooth geosynthetic slip sheet or rub sheet as necessary to <br />reduce friction damage during deployment. <br />SHAW ENV/RONMENTAL, INC. <br />San Joaquin County <br />— Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj—Technical Specs 4-19-12 Revl.DocRev. 0, 09/28/2011 <br />Geocomposite Drainage Layer <br />1 02773-7 <br />