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Stage 1A Partial Final Closure February 2006 <br /> Forward Landfill Project No.021605.06 <br /> TABLE 2 <br /> COMPACTED EARTHFILL LABORATORY TESTING SUMMARY <br /> (Continued) <br /> IC <br /> L-30 Brown CLAY with Sand 34 21 13 100 85 31 102.4 12.3 heck pointL-31 Brown Silty CLAY with Sand 25 20 5 100 83 19 103.1 11.3 Check point <br /> L-32 Brown CLAY with Sand 27 19 8 100 83 22 104.5 10.8 heck point <br /> L-33 Brown Silty CLAY with Sand 25 19 6 100 81 19 108.1 11.3 Check point <br /> CL-34 Brown CLAY with Sand 31 20 11 100 84 26 108.9 11.7 Check point <br /> L-35 Brown Silty CLAY with Sand 26 19 7 100 82 15 112.0 14.2 Check point <br /> ICF-1 <br /> L-36 Brown Silty CLAY with Sand 26 20 6 100 82 15 116.6 16.1 Full curve <br /> L-37 Brown SILT with Sand 23 20 3 100 76 14 <br /> L-38 Brown Silty CLAY with Sand 25 19 6 100 79 14 <br /> L-39 Brown Silty CLAY with Sand 25 20 5 100 83 17 <br /> L-40 Brown Silty CLAY with Sand 26 20 6 100 79 222 <br /> 34 23 14 85 31 = Maximum <br /> 29 20 9 72 22 =Average <br /> 30 20 9 73 22 = Median <br /> 22 17 3 56 13 = Minimum <br /> Notes: 1 —Gradation requirements were reviewed and approved by design engineer. <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley,CA 95945•(530)272-2448 <br /> -13- <br />