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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 />Name: <br />FORWARD LANDFILL - STAGE 1A CLOSURE <br />PARTICLE SIZE ANALYSIS <br />TEST REPORT <br />AS7M D-422 <br />rroteCt NO: <br />021605.06 <br />1648C <br />Report Date: <br />October 14, 2005 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />GRAVEL <br />SAND <br />% Silt - Clay <br />T <br />U) <br />BOLDERS <br />COBBLES <br />SILT AND CLAY <br />COARSE FINE <br />COARSE MEDIAN FINE <br />Clay with sand <br />0.0 <br />22.6 <br />77.4 <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" <br />4 10 20 30 40 50 100 <br />200 <br />0100 <br />90 <br />10 <br />60 <br />20 <br />ii 70 <br />30 <br />60 <br />p 40 <br />CJ: <br />C <br />w <br />l <br />h <br />50 a <br />50 <br />i <br />N <br />40 a <br />I <br />30 <br />70 <br />80 <br />20 <br />0.005 Micron <br />10 <br />90 <br />100 <br />10 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />A <br />CL -21 (Rec'd 9/29/05) <br />Clay with sand <br />0.0 <br />22.6 <br />77.4 <br />Size Passing, mm D60 = 0.03 D30 = 0.01 D10 = N/A 5 micron (%) : 28 <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.25 <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 Ilmit 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 lest(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />)exce rojects 12002 1021605 11648C- Print Date: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/04/05) 10/14/05 t 040L <br />