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1lector Engineering Inc. PARTICLE SIZE ANALYSIS <br /> 143E Spring HN Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERV/CES TEST REPORT <br /> ASTM C-136 <br /> Client: Protect N o: Lab Sample No: I Aft <br /> FORWARD INC. 021605.03 'p <br /> Project Name: Report Date: <br /> FORWARD LANDFILL February 2, 2004 <br /> BOULDERS COBBLES GRAVEL SAND SILT AND CLAY <br /> COARSE FINE COARSE MEDIAN FINE <br /> US SIEVE SIZE,INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br /> 6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br /> ° 100 <br /> J: <br /> 10 <br /> 90 <br /> 20 <br /> so <br /> 30 70 <br /> 40 60 <br /> ,C p, <br /> 50 so <br /> V C <br /> a so <br /> 40 a <br /> 70 <br /> 30 <br /> ao ' <br /> 20 <br /> 90 10 <br /> 100 <br /> 0 <br /> 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> 0 <br /> E Sample ID Description % Gravel %Sand %Silt-Clay <br /> ® C2-2 Gravel 100.0 0.0 <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 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 hamdess Vector from and against all liability in excess of the aforementioned limit. <br /> a exce rojects - Print Date: Reviewed By: LSN: <br /> DCN: MA-rp(rev. 12/10/03) 02103/04 1084C <br />