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Vector Engineering Inc. <br />143E Spring H18 Dn1ee, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />PARTICLE SI L l <br />TEST REPORT <br />ASTM D-422 <br />• <br />ALLIED WASTE INC. Project No.,021605.08 Lab <br />t Name., l <br />FORWARD LANDFILL FU -08 CQA <br />BOULDERS COWLES GRAVEL SAND SILT AND CLAY <br />COARSE FIWE COARSE I MEDNM FgJE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />C <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />25538 <br />nR Date. <br />June 19, 2008 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />nm <br />A <br />A <br />CL -2, E. Side <br />(Rec'd 6/13) <br />Brown Lean Clay (CL) <br />0.0 <br />12.4 <br />87.6 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />A <br />CL -2, E. Side <br />(Rec'd 6/13) <br />Brown Lean Clay (CL) <br />0.0 <br />12.4 <br />87.6 <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.19 <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 can not be releasedwithout authorization of Vector Engineering Inc. <br />on <br />By accepting the data and results represented this page, client agrees to limit the liability of Vector Engineering, Inc. from glent and all other parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L : Labexcel I Projects 1250 10 1 W5- I 25M--MPrint Date: Reviewed By. �C-3LLSN: <br />DCN: MA-rp (rev. W105) 07102/08 25538 <br />