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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 /> MODIFIED <br /> SAMPLE ATTERBERG LIMIT GRAIN SIZE PROCTOR <br /> SOIL DESCRIPTION COMMENTS <br /> NUMBER Pmax <br /> LL PL PI <3" -200% -5 um (pct) W% <br /> Spec= NA NA NA Revised(Note 1) NA NA <br /> CL-1 Brown Sandy CLAY 33 23 10 10065 15 116.6 16.1 Full curve <br /> CL-2 Brown Sandy CLAY 31 22 9 100 67 18 116.2 15.1 Full curve <br /> CL-3 Brown Sandy CLAY 34 23 11 100 64 13 115.5 14.9 Full curve <br /> CL-4 Brown Clayey SAND 27 18 9 100 42 12 116.0 14.8 Full curve <br /> CL-5 Brown Sandy CLAY 30 21 9 100 67 17 117.3 14.5 Full curve <br /> CL-6 Brown Sandy CLAY 31 19 12 100 61 15 118.0 14.6 Full curve <br /> CL-7 Brown Sandy CLAY 30 19 11 100 64 17 116.4 15.2 Full curve <br /> CL-8 Brown CLAY with Sand 30 20 10 100 64 16 117.1 14.2 Full curve <br /> CL-9 Brown CLAY with Sand 31 21 11 100 72 24 116.1 15.4 Full curve <br /> CL-10 Brown Sandy CLAY 31 20 12 100 73 21 114.3 15.0 Full curve <br /> CL-11 Brown Sandy CLAY 32 21 12 100 69 22 115.0 14.2 Full curve <br /> ® CL-12 Brown CLAY with Sand 32 20 12 100 73 25 116.8 14.6 Full curve <br /> CL-13 Brown CLAY with Sand 30 20 10 100 76 23 105.5 17.2 Full curve <br /> CL-14 Brown CLAY with Sand 33 20 13 100 74 25 109.1 15.1 Full curve <br /> CL-15 Brown CLAY with Sand 33 19 14 100 75 31 113.9 15.6 Full curve <br /> CL-16 Brown Sandy CLAY 26 17 9 100 70 25 116.6 14.2 Full curve <br /> CL-17 Brown Sandy Silty CLAY 24 17 7 100 63 25 113.9 15.2 Full curve <br /> CL-18 Brown Sandy CLAY 31 20 11 100 63 25 110.6 13.9 Check point <br /> CL-19 Brown CLAY with Sand 27 18 9 100 73 25 116.1 13.4 Check point <br /> CL-20 Brown CLAY with Sand 27 18 9 100 73 25 108.2 14.2 Check point <br /> CL-21 Brown CLAY with Sand 30 19 11 100 77 28 113.6 10.9 Check point <br /> CL-22 Brown CLAY with Sand 30 19 11 100 79 30 111.5 14.7 Check point <br /> CL-23 Brown Silty CLAY with Sand 26 19 7 100 71 28 106.6 9.5 Check point <br /> CL-24 Brown CLAY with Sand 29 19 10 100 80 31 101.9 13.1 Check point <br /> CL-25 Brown Sandy CLAY 29 20 9 100 64 30 112.3 14.8 Check point <br /> CL-26 Brown Sandy Silty CLAY 25 19 6 100 62 19 110.6 10.9 Check point <br /> CL-27 Brown Sandy Silty CLAY 24 19 5 100 56 17 107.8 14.1 Check point <br /> CL-28 Brown Sandy CLAY 30 20 10 100 63 20 107.2 13.8 Check point <br /> CL-29 Brown Sandy Silty CLAY 22 18 4 100 57 17 105.7 9.1 Check point <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley, CA 95945•(530)272-2448 <br /> -12- <br />