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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley. CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />FORWARD INC. <br />A R TICL E SIZE A NA L YS/ <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />le: <br />FORWARD LANDFILL -STAGE 1A CLOSURE <br />GRAVEL SAND <br />BOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lab Sample No: <br />1669E <br />nepon mate: <br />October 27, 2005 <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />E <br />6" 3" 1.5" 3/4" 3/8" 4 <br />10 20 30 40 50 <br />100 200 <br />% Sand <br />0 <br />In <br />® <br />CL -29 <br />Sandy Silty Clay <br />0.0 <br />43.5 <br />56.5 <br />100 <br />10 <br />90 <br />20 <br />Bo <br />, i <br />I <br />70 <br />30 <br />40 <br />60 <br />� 50 <br />5012 <br />C <br />I. <br />40a <br />' <br />I <br />I <br />70 <br />- <br />I <br />30 <br />80 <br />I <br />' <br />20 <br />90 <br />10 <br />100 <br />0 <br />1000.00 <br />100.00 10.00 <br />1.00 <br />0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />In <br />® <br />CL -29 <br />Sandy Silty Clay <br />0.0 <br />43.5 <br />56.5 <br />Size Passing, mm Dfi0 = 0.09 D30 = 0.01 D10 = 0.00 5 micron (%) : 17 <br />Coefficient of Curvature, Cb: 0.61 Coefficient of Uniformity, Cu: 37.86 Fineness Modulus = 0.54 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released wrthoul 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 cost for the respective tesl(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />I_ : La exceProjects 021605 1669E -MA Print Date: Reviewed LSN: 1669E <br />DCN MA-ro (rev. 6/04/05) 11/10/05 A) <br />