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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 />PARTICLE I ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />No: <br />021605.06 <br />Lab Sample No: <br />15998 <br />rceporr uare: <br />' <br />FORWARD LANDFILL- STAGE 1A CLOSURE <br />September 7, 200; <br />GRAVEL <br />SAND <br />® <br />BOLDERS <br />COBBLES <br />SILT AND CLAY <br />COARSE <br />FINE <br />COARSE <br />MEDIAN <br />FINE <br />it <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />0,o <br />0 <br />to <br />90 <br />i„ <br />40 <br />I <br />I� <br />d <br />Ii <br />I <br />1 <br />2080 <br />20 <br />0.005 Micron <br />,D <br />0 <br />70 <br />30 <br />60 <br />zi <br />40 <br />�o <br />CC <br />50 <br />50 � <br />a <br />U <br />U <br />a <br />It <br />60 <br />70 <br />30 <br />60 <br />100 <br />1000.00 100.00 10.00 <br />1.00 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 />CL -4 <br />Clayey Sand <br />0.0 <br />58.1 <br />41.9 <br />Size Passing, mm Dfi0 = 0.21 <br />D30 = 0.03 D10 = 0.00 <br />5 micron = 12% <br />Coefficient of Curvature, Cc: 0.96 <br />Coefficient of Uniformity, C°: 48.88 <br />Fineness Modulus = 0.92 <br />These results apply only to the above listed samples. The 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 <br />all other parties claims arising out of the use of <br />this data to the cost for the respective lest(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against <br />all liability in excess of the aforementioned limit. <br />a exce rojects 021605 1599 - <br />Print Date: Reviewed By: <br />LSN: <br />C* <br />® <br />it <br />it <br />i„ <br />40 <br />I <br />I� <br />d <br />Ii <br />I <br />1 <br />20 <br />0.005 Micron <br />,D <br />0 <br />0 <br />® <br />MA-rp (rev. 6/04/05) 09/23/05 1 0' <br />