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t� ML) SANDY SILT - Brown, Partially <br />15, 40 Cemented, Fine Grained <br />for <br />4" <br />20 1 F (ML) CLAYEY SANDY SILT - Brown, Fine <br />40 Hydrometer Grained <br />for <br />3" <br />(ML/CL) CLAYEY SILT/SILTY CLAY - <br />Brown, Partially Cemented, Hard <br />26 78 <br />30 1 140 Permeability (lM) CLAYEY SANDY SILT - Brown, Fine <br />for Grained, Hard <br />2" <br />35 <br />FOOTHILL LANDFILL PLATE <br />±0 K L E l N F E L D E R San Joaquin County, California 1 of 2 <br />PROJECT NO. 24-2201-06 LOG OF BORING B-3 A-5 <br />Surface Conditions: Relativelv uneven open field. <br />Date Completed: 10/24/90 <br />Logged By: AEM <br />0 <br />Groundwater: Not encountered. <br />Total Depth: 66 feet <br />- I <br />FIELD <br />LABORATORY <br />4- <br />DESCRIPTION <br />9 <br />\ <br />4J <br />7 C <br />M O <br />+J <br />N <br />3 <br />•-1 <br />UI <br />41 v <br />U) 4J <br />L C <br />Q N <br />L UI <br />ai � <br />Q. <br />El <br />l 0 <br />D C 4 <br />-a C <br />E L 4. <br />L Ll <br />m <br />m <br />-q <br />L p) 0 <br />0 0 <br />04-j n <br />4 v <br />USCS Soil Classification <br />p <br />U) <br />a] <br />0 C) <br />T U\ <br />U V) Y <br />O H <br />I <br />�y� <br />I <br />Y Y. <br />(,LL/CL) SANDY SILTY CLAY/CLAYEY ' <br />fy <br />SANDY SILT - Tan, Cemented, Very Fine ' <br />rt • <br />Grained, Dense <br />S <br />i 6 <br />a <br />(SP) CLEAN SAND - Dari Gre �, Fine I <br />Grained <br />10 <br />t� ML) SANDY SILT - Brown, Partially <br />15, 40 Cemented, Fine Grained <br />for <br />4" <br />20 1 F (ML) CLAYEY SANDY SILT - Brown, Fine <br />40 Hydrometer Grained <br />for <br />3" <br />(ML/CL) CLAYEY SILT/SILTY CLAY - <br />Brown, Partially Cemented, Hard <br />26 78 <br />30 1 140 Permeability (lM) CLAYEY SANDY SILT - Brown, Fine <br />for Grained, Hard <br />2" <br />35 <br />FOOTHILL LANDFILL PLATE <br />±0 K L E l N F E L D E R San Joaquin County, California 1 of 2 <br />PROJECT NO. 24-2201-06 LOG OF BORING B-3 A-5 <br />