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Stage 1A Partial Final Closure February 2006 <br /> Forward Landfill Project No.021605.06 <br /> TABLE 3 <br /> COMPACTED EARTHFILL PERMEABILITY TESTING SUMMARY <br /> LABORATORY PERM IN SITU(BAT)PERM <br /> SAMPLE <br /> SOIL DESCRIPTION Pmax I COMMENTS <br /> NUMBER (pcf) WO/, K(cm/s) SAMPLE# K(cm/s) SAMPLE# K(cm/s) <br /> Spec= < 1 x 10-6 <br /> P-1 Brown Sandy Clay 98 19.5 3E-07 B-1A 3E-07 B-1B 7E-08 <br /> P-2 Brown Sandy Clay 101 18.8 7E-07 B-2A 5E-08 B-26 4E-08 <br /> P-3 Brown Sandy Clay 98 20.3 8E-07 B-3A 4E-08 B-3B 4E-08 <br /> P-4 Brown Clayey Sand 99 20.0 5E-06 Lab perm failed; <br /> B-4A 4E-08 B-46 2E-08 Retested and <br /> P-4R Brown Sandy Clay 110 17.3 4E-08 passed <br /> P-5 Brown Sandy Clay 109 15.9 1 E-06 B-5A 3E-08 B-513 7E-08 <br /> P-6 Brown Sandy Clay 109 18.3 1 E-07 B-6A 2E-07 B-6B 1 E-07 <br /> P-7 Brown Sandy Clay 104 20.1 3E-07 B-7A 1 E-07 B-7B 1 E-07 <br /> P-8 Brown Sandy Clay 105 20.2 3E-07 B-8A 1E-07 B-813 2E-07 <br /> P-9 Brown Sandy Clay 108 19.6 7E-08 B-9A 3E-07 B-96 3E-07 <br /> P-10 Brown Sandy Clay 109 17.6 3E-07 B-1 OA 5E-07 B-10B 2E-07 <br /> P-11 Brown Sandy Clay 111 15.4 4E-07 B-11A 1E-07 B-11B 3E-07 <br /> P-12 Brown Sandy Clay 108 19.6 5E-08 B-12A 6E-07 B-12B 8E-08 <br /> P-13 Brown Sandy Clay 106 19.7 8E-08 B-1 3A 9E-08 B-13B 2E-07 <br /> P-14 Brown Sandy Clay 102 23.0 9E-08 B-14A 3E-07 B-14B 2E-07 <br /> P-15 Brown Sandy Clay 102 21.5 1 E-07 B-15A 2E-07 B-1 5B 5E-07 <br /> P-16 Brown Sandy Clay 107 16.2 9E-07 B-16A 2E-07 B-16B 3E-07 <br /> P-17 Brown Sandy Clay 105 19.9 7E-08 B-17A 1 E-07 B-17B 1 E-07 <br /> P-18 Brown Sandy Clay 103 20.1 1 2E-07 B-18A 8E-08 B-1 8B 1 E-07 <br /> Vector Engineering, Inc. • 143E Spring Hill Drive-Grass Valley, CA 95945•(530)272-2448 <br /> -14- <br />