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Vector Engineering Inc. PARTICLE SIZE ANALYSIS <br /> 143E Spring HN Drive,Grass Valley,CA 95945 530272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Poled No. Lab Sample No: <br /> ALLIED WASTE 021605.03 9978 <br /> Project Name: Report Date: <br /> FORWARD LANDFILL October 1, 2003 <br /> SOLDERS COBBLES GRAVEL SAND SILT AND CLAY <br /> COARSE FINE COARSE MEDGW I 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 /> o L <br /> 10 90 <br /> 20 <br /> 80 <br /> 30 <br /> 70 <br /> 40 60 <br /> .c <br /> so <br /> e s <br /> 60 <br /> 40 GL <br /> 70 <br /> 30 <br /> so <br /> 20 <br /> J: <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 /> T Sample ID Description % Gravel %Sand % Silt-Clay <br /> fn <br /> • CG - 1E (-1") Gravel 99,9 0.0 0.1 <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 i rese <br /> the resdive testsnted here,and Client agrees to indemnifyand hold hamdess Vector from and against all liabilityin excess of the aforementioned limit. <br /> a exce Projects Print Date: Reviewed By: LSN: <br /> DCN: MA-rp(rev. 03131/03) 10/01/03 tom. 9976 <br />