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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 />A R TICL E SIZEL YSIS <br />TEST REPORT <br />ASTM D-422 <br />Prolecf No: <br />021605.06 <br />SOLDERS COBBLES GRAVEL SAND <br />COARSE F FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />Lab Sample No: <br />16811 <br />Report Date: <br />November 11, 2005 <br />SILT AND CLAY <br />HYDROMETER <br />o <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />too <br />10I <br />0.0 <br />20.9 <br />79.1 <br />( <br />90 <br />I <br />I <br />20 <br />I <br />i <br />i. <br />80 <br />30 <br />70 <br />- <br />a 40 <br />I <br />� <br />so <br />m <br />50 <br />1. <br />( <br />50 a <br />aci <br />121I <br />CE so <br />j <br />40 a <br />70 <br />l <br />30 <br />.I <br />1 <br />j <br />80 <br />I <br />20 <br />I <br />go <br />10 <br />100 <br />I <br />0 <br />1000.00 <br />100.00 10.00 1.00 <br />0.10 <br />0.01 0.00 <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />CL -40 <br />Brown Silty Clay with Sand <br />0.0 <br />20.9 <br />79.1 <br />Size Passing, mm D60 = 0.03 D30 = 0.01 Dto = N/A 5 micron (%) = 22 <br />Coefficient of Curvature, Cd: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0,26 <br />I nese results apply only to the above osteo samples. 1 tie 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 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 />texce rojects 002 021605 1 16811 -MA Print Date: Reviewed Bv. — I SN' <br />I?CN <br />16S1I <br />'e` <br />