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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />Client : <br />hk FORWARD INC. <br />e: <br />FORWARD LANDFILL STAGE 1A CLOSURE <br />PA R TICL E SIZEL PSIS <br />TEST REPORT <br />ASTM D-422 <br />Proiect No: <br />021605.06 <br />SOLDERS COBBLES GRAVEL SAND <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE S14E, INCHES US STANDARD SIEVE SIZE No. <br />Lab Sample No: <br />1681H <br />"pon nate: <br />November 11, <br />SILT AND CLAY <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />0 100 <br />I I' i 90 <br />10 <br />i <br />% Silt - Clay <br />T <br />rA <br />® <br />CL -39 <br />Brown Silty Clay with Sand <br />0.0 <br />16.8 <br />83.2 <br />80 <br />20 <br />70 <br />30 <br />I <br />IT:;; <br />I <br />60 <br />ao <br />is <br />I <br />OC <br />50 ti <br />50 <br />i <br />I <br />Q <br />, <br />I <br />40 ti <br />60 <br />;; <br />.. <br />i <br />30 <br />70 <br />80 <br />j <br />20 <br />10 <br />90 <br />100 <br />0 <br />1000.00 100.00 <br />10.00 <br />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 />T <br />rA <br />® <br />CL -39 <br />Brown Silty Clay with Sand <br />0.0 <br />16.8 <br />83.2 <br />Size Passing, mm D60 = 0.04 D30 = 0.01 D10 = 0.00 5 micron (%) = 17 <br />Coefficient of Curvature, Cc: 1.46 Coefficient of Uniformity, Cu: 17.94 Fineness Modulus = 0.20 <br />I hese results apply only to the above listed samples. I he data and IntormahOn 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 />E-Ta-Foxcel I Projects 2 1021603 1 16 1 -MA Print Date: Reviewed LSN: <br />DCN: MA-rp ('rev. 6/04/0 ,) 11114/05 1681H <br />