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n <br />C <br />U <br />Date Completed: 10/23/90 <br />Loboed By: AEM <br />Total Depth: <br />31 feet <br />Surface Conditions: Relatively uneven open field. <br />Groundwater: Not encountered. <br />FIELD <br />LABORATORY <br />4jm <br />DESCRIPTION <br />N s <br />4 <br />71 <br />L 4j <br />7 C <br />W 4J <br />W 0 <br />L <br />+a <br />•-•1 <br />W <br />3 <br />•- <br />W <br />41 W <br />W� <br />L C <br />0_ W <br />L W <br />W +j <br />LSCS Soil CIassification <br />0. <br />(U <br />c <br />m <br />0 <br />.� <br />-D C 4 <br />L W ❑ <br />C <br />o o❑ <br />E L 4- <br />41 W, <br />-C W <br />4-1 W <br />❑ <br />V) <br />m <br />❑❑ <br />❑., <br />U (0 .s� <br />o <br />J <br />� <br />- <br />(ML) CLAYEY SILT - Brown, Hard <br />o <br />59 <br />Permeability <br />I <br />(ML) SANDY SILT - Brown, Pa: h� <br />tial <br />j <br />10 <br />40 <br />k <br />Cemented, Fine Grained <br />3or <br />_. <br />{ML/SM) SANDY SILT/SILTY SAND - <br />15 <br />40 <br />Brown, Partialh Cemented, Fine Grained <br />for <br />2„ <br />I <br />i <br />(NM) SANDY SILT - Brown, Cemented, i <br />20 <br />40 <br />for <br />Fine Grained, Very Dense <br />1" <br />J <br />li <br />-iII <br />25 <br />70 <br />for <br />1 <br />6" <br />(ML) SANDY SILT - Light Brown, <br />Cemented, Fine Grained, Very Dense <br />30 <br />45 <br />Permeability <br />for <br />5" <br />- <br />END OF BORING <br />35 <br />F00THILL LANDFILL <br />PLATE <br />KRI K L E I N F E L D E R <br />San Joaquin County, California <br />1 of 1 <br />LOG OF BORING 8--2 <br />A-4 <br />PROJECT NO. 24-2201-06 <br />