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4 dR <br /> SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> 3" 1.5" 3/4" 3/8" #4 #8 #16 #30 #50 #100 #200 <br /> I I i i I I I I I I I <br /> 100 <br /> 90 <br /> s0 <br /> 70 <br /> C7 <br /> z <br /> N 60 <br /> a <br /> 50 <br /> z <br /> W <br /> =40 <br /> W <br /> O. <br /> 30 <br /> 20 <br /> 10 (' <br /> 0 <br /> 10 1 0.1 0.01 .005 0.001 <br /> PARTICLE SIZE IN MILLIMETERS <br /> GRAVEL SAND SILT CLAY '] <br /> coarse I fine lcoarso medium I fine <br /> LEGEND: SOURCE DEPTH GRAVEL SAND SILT CLAY DESCRIPTION <br /> _ (ft) (%) l%i (%) (%) <br /> U SP-1 0.0 27 28 SANDY SILTY CLAY (CL) <br /> GRAIN SIZE ANALYSIS PLATE <br /> K L E I N F E L D E R HARNEY LANE SANITARY LANDFILL <br /> 1 <br /> Drafted By: KCC Project No.: 20-1008-49 _ <br /> Date:. 7-6-95, File Number. 00849 SAN JOAQUIN COUNTY, CALIFORNIA <br /> SPY 8 � <br /> n ht Kk Eder,Inc.1995 <br />