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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-2722448 <br />LABORATORY SERVICES <br />FORWARD INC. <br />A R TICL E SIZE A NAL YSIS <br />TEST REPORT <br />ASTM D-422 <br />Protect No: <br />021605.06 <br />e: <br />FORWARD LANDFILL -STAGE 1A CLOSURE <br />GRAVEL SAND <br />BOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lao sample No: <br />1658C <br />Report Date: <br />October 10, 2005 <br />SILT AND CLAY 17 <br />HYDROMETER <br />Particle Diameter, mm <br />6 <br />E <br />6" 3" 1.5" 3/4" 3/8" 4 <br />10 20 30 40 50 <br />100 200 <br />% Sand <br />% Silt - Clay <br />0 <br />® <br />CL -24 <br />Clay with Sand <br />0.0 <br />20.0 <br />80.0 <br />100 <br />10 <br />90 <br />l <br />j <br />I <br />20 <br />80 <br />I <br />i <br />i <br />I <br />30 <br />I i <br />I <br />70 <br />i <br />a 40 <br />., <br />( <br />60 <br />I <br />I <br />60 <br />40 Q <br />70 <br />30 <br />I <br />''I <br />80 <br />20 <br />g0 <br />10 <br />100 <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />0.01 <br />0.00 <br />Particle Diameter, mm <br />6 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />® <br />CL -24 <br />Clay with Sand <br />0.0 <br />20.0 <br />80.0 <br />Size Passing, mm D60 = 0.02 D30 = 0.00 Dt0 = N/A 5 micron (%) : 31 <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.19 <br />I hese results apply only to the above ustea samples. i ne aata ana intormatwn are proprietary and can not oe reieasea wrtnout autnonzation of vector tngtneenng 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 test(s) represented here. and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />[77a exce 1 Projects - A Print Date: Reviewed I "1- LSN: 1658C <br />DCN: MA-rp (rev. 6/04/05) 11/04%05 (rvj) <br />