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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 TICLE SIZE A NALYIS <br />TEST REPORT <br />ASTM D-422 <br />1648A <br />021605.06 <br />GRAVEL SAND <br />SOLDERS COBBLES <br />COARSE I FINE COARSE I FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Keporr uare: <br />October 14, 2005 <br />SILT AND CLAY <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />0100 <br />77 <br />90 <br />t0 <br />% Sand <br />% Silt - Clay <br />T <br />0 <br />CL -19 (Reed 9/29/05) <br />Clay with sand <br />0.0 <br />27.2 <br />72.8 <br />80 <br />20 <br />70 <br />30 <br />I <br />so <br />t, 40 03 <br />.c <br />50 tl <br />O: 50 <br />N <br />40 4 <br />IT, 80 <br />I, <br />30 <br />70 <br />' <br />I' <br />I• <br />80 <br />20 <br />0.005 Micron <br />10 <br />90 <br />0 <br />,00 <br />1000.00 100.00 10.00 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 />0 <br />CL -19 (Reed 9/29/05) <br />Clay with sand <br />0.0 <br />27.2 <br />72.8 <br />Size Passing, mm D60 = 0.04 D30 = 0.01 D10 = N/A 5 micron (%) : 25 <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.30 <br />® These results apply only to the above listed samples. the data and information are proprietary and can not oe reieaseo witnout autnonzanon of vector tngfneering 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 lirrit. <br />Labexcel I Projects 120021021605 Print Date: Review By: LSN: 1648A <br />DCN: MA-rp (rev. 6/04/05) 10/14/05 <br />