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Vector Engineering Inc. <br />143E Spring Hill Drive, Gess Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />1 <br />21 <br />31 <br />Z.j 4( <br />c 5t <br />N <br />O 8C <br />70 <br />80 <br />90 <br />100 <br />10 <br />ALLIED WASTE INC. <br />PARTICLE SIZE ANALYSIS <br />TESTREPORT <br />ASTM D-422 <br />021605,08 <br />FORWARD LANDFILL FU -08 CQA <br />GRAVEL SAND <br />BOULDERS COBBLES SILT AND CLAY <br />COARSE ' FINE COARSE MEDIUM FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />S131 (Bulk) (Reed <br />7/8) <br />Brown Sandy Lean Clay (CL) <br />0.1 <br />30.6 <br />69.3 <br />2572E <br />11, 2008 <br />100 <br />90 <br />80 <br />70 <br />io <br />so li <br />18 <br />60 0- <br />10 <br />0 <br />0 <br />alze r-assrng, rnm u80 - IV/A u30 = N/A U10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.30 <br />Note: * Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />These results apply only to the above listed samples. The data and information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data to the test for the respective tests) represented here, and Client agrees to indemnify and hold harmless Vector horn and against all liability in excess of the aforementioned limit. <br />Labexcel I Projects 120021021605 1 57 E- A Print Date: Revlewed 8y : LSN: <br />DCN: MA-r,D (rev. 6/04/05) 07121/08 La 2572E <br />