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MINIMUM AVERAGE ROLL VALUES FOR <br />GEOTEXTILE MATERIAL <br />Property <br />ASTM Test <br />Method <br />Value <br />Weight (oz. /sq. yd.) <br />D 5261 <br />11.9 <br />Puncture (lbs.) <br />D4833 <br />130 <br />AOS <br />D4751 <br />No. 80 to 140 Sieve <br />PART 2: PRODUCTS <br />2.01 MATERIALS <br />A. Twelve -ounce Non -Woven Needle Punched Geotextile: <br />Section 02777 <br />Geotextile <br />ame0 <br />1. Geotextile shall be comprised of polyester or polypropylene fibers. <br />2. Rolls shall be free of holes, contamination, and foreign matter. <br />3. The geotextile supplied for the project shall meet or exceed the minimum (unless noted <br />otherwise) roll values shown in the table below: <br />PART 3: EXECUTION <br />3.01 INSTALLATION <br />A. Geotextile Deployment <br />CONTRACTOR shall handle geotextile in a manner to ensure that geotextile is not damaged, and <br />shall comply with the following: <br />1. No equipment or tools shall damage the geotextile by handling, trafficking, or other means. <br />2. No personnel working on the geotextile shall smoke, wear damaging shoes, or engage in <br />other activities that could damage the geotextile. <br />3. Cross seams between two (2) panels of geotextile shall be staggered by a minimum distance <br />of five (5) feet on slopes greater than ten percent (10 %). <br />4. In the presence of wind, all geotextiles shall be weighted with sandbags or the equivalent. <br />Such sandbags shall be installed during deployment and shall remain until replaced with <br />cover material. <br />5. Geotextile panels shall be deployed in such a manner as to preclude wrinkles and folds. <br />Any wrinkle or fold that may manifest itself into other geosynthetic layers shall be removed. <br />6. Geotextile within the lined area shall be cut with a cutter approved by CERTIFYING <br />ENGINEER, such as scissors. <br />Page 4 of 5 <br />June 19, 2012 <br />Revision 1 <br />