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Vector Engineering Inc. <br />143E Spring Hill Drive, Gress Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />Client: <br />® FORWARD INC. <br />ie: <br />FORWARD LANDFILL -STAGE 1A CLOSURE <br />PA R TICLE I A L YSI <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />SOLDERS COBBLES GRAVEL SAND <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lab Sample No: <br />1658B <br />Report Date: <br />October 10, 2005 <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />U) <br />® <br />CL -23 <br />Silty Clay with Sand <br />0.0 <br />29.3 <br />70.7 <br />Size Passing, mm D60 = 0.03 D30 = 0.01 D10 = N/A 5 micron (%) : 28 <br />Coefficient of Curvature, Cd: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.42 <br />i nese results apply only to the aoove listed samples. I ne data and information are proprietary and can not 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 alt of theIRuse of <br />this data to the cost for the respective testis) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />Labexcel I Pr0jveCFs 0 021605 1 1658B -MA Print Date: Reviewed LSN: <br />DCN: MA-rp (rev. 6/04/05) <br />11108105 NY, 16588 <br />