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171 <br />Date Completed: 10/24/90 <br />Logged By: AEM <br />&I <br />Total Depth: 31.5 feet <br />Surface Conditions: Relatively uneven open field. <br />Groundwater: Not encountered. <br />FIELD <br />LABORATORY <br />; z <br />1m <br />DESCRIPTION <br />4- <br />3 <br />4j <br />L 4J <br />3 C <br />U1 41 <br />M M <br />Z <br />4J <br />3 <br />U1 <br />4J <br />T 4-) <br />M W C <br />M <br />USCS Soil Classification <br />M <br />E) <br />MI <br />0 <br />--i <br />D C 4-- <br />L 21 U <br />--j C <br />0 0 <br />E L 4- <br />0 4J U1 <br />Z Ln <br />4J M <br />❑ <br />(n <br />M <br />0 0 0- <br />2: U\ <br />L, U, -4 <br />0 1 <br />(SP) CLEAN SAND Grey -Brown, <br />Cemented, Fine Grained, Very Dense <br />40 <br />x <br />(-,YIL) CLAYEY SANDY SILT - Brown, Fine <br />for <br />5!' <br />Grained, Hard <br />10 <br />45 <br />(ML) CLAYEY SANDY SII T rown, <br />for <br />Cemented, Fine Grained, Hard <br />(NM) SANDY SILT -Light Brown, <br />Cemented, Fine Grained, Hard <br />15 <br />40 <br />for <br />4" <br />(Nffi) SANDY SILT - Brown, Cemented, <br />Calcite Veins, Fine Grained, Hard <br />20 <br />40 <br />Permeability <br />for <br />511 <br />25 <br />72 <br />(SIM) SILTY SAND - Dark Brown, <br />for <br />Cemented, Fine Grained, Very Dense <br />6" <br />(ML) SANDY SILT - Brown, Cemented, <br />� <br />100 <br />'9-0 <br />40 <br />-\Fine Grained, Hard <br />for <br />END OF BORING <br />35 <br />FOOTHILL LANDFILL <br />PLATE <br />114 K L E I N F E L D E R <br />San Joaquin County, California <br />I of I <br />LOG OF BORING B-4 <br />A-6 <br />[PROJECT NO. 24-2201-06 <br />