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BENTOFIX TECHNOLOGIES , INC . <br /> NTOFIX® MANUFACTURING CERTIFICATION <br /> CUSTOMER: GSE LINING TECHNOLOGY, INC. SHIP DATE: October 8 2003 <br /> PROJECT: FORWARD LANDFILL c/o ALLIED WASTE NO ROLLS/ BOL NO.: 17/14095 <br /> ORDER NO.: 28547 SP PRODUCT TYPE: BENTOFIXa NWL35 <br /> Bentofix Technologies, Inc. hereby certifies that the Bentofix® Geosynthetic Clay Liner <br /> purchased and shipped for the above referenced project does meet or exceed Bentofix <br /> Technologies, Inc.'s specifications for Bentofiko. <br /> The Bentofix® product has been continuously inspected for the presence of needles and is <br /> certified to be needle free. <br /> The tests listed for the bentonite component have been performed on each batch of <br /> bentonite. The Swell Index according to ASTM D5890, the Moisture Content according to ASTM <br /> D4643 and the Fluid Loss according to ASTM D5891 were tested at least once per 100,000 lbs of <br /> bentonite. <br /> The tests listed for the finished geosynthetic clay liner have been performed at least once <br /> every 3,716 sq. mt. [40,000 sq. ft.] for the Bentonite Mass Per Unit Area according to ASTM <br /> D5993 and the Grab Tensile/Elongation and Peel Strength according to ASTM D4632. <br /> The tests listed for the finished geosynthetic clay liner have been performed at least once <br /> every 18,580 sq. mt. [200,000 sq. ft.] for the geotextile components. <br /> The finished geosynthetic clay liner Hydraulic Conductivity was tested at least once every <br /> 9,290 sq. mt. [100,000 sq. ft.] according to method ASTM D5084. The Index Flux was tested at <br /> least once per week according to ASTM D5887 and is certified to meet the required specification <br /> of< 1 x 10-11m3/m2/s. <br /> The typical Internal Shear Strength of the finished geosynthetic clay liner according to <br /> ASTM D6243 is certified to be 500 psf for specimens hydrated for 24 hrs. and sheared under a <br /> 200 psf normal stress as tested on a periodic basis. <br /> The lot and roll numbers for this project are as follows: <br /> LOT# 23092309---- <br /> ROLL# 86920, 86921, 86922, 86923, 86924, 86925, 86926, 86936, 86937, 86938, 86939, 86940, <br /> 86941, 86951, 86952, 86953, 86954---- <br /> �- 7 <br /> PAT THIFFAULT DATE <br /> Quality Control Manager <br /> DOC.#BTI 94 REV.#01 DATE:01/15/03 <br />