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L <br />Surface Conditions: Relatively uneven open field. <br />Date Completed: 10/25/90 <br />Logged By: AEM <br />Groundwater: Not encountered. <br />Total Depth: 36 feet <br />FIELD <br />LABORATORY <br />�, <br />,� L <br />DESCRIPTION <br />y <br />cF <br />\ <br />T <br />-W <br />L 4-1 <br />7 C <br />N 4j <br />N ID <br />+.r <br />-i <br />UI <br />3 <br />•-i <br />UI <br />+J N <br />Ul +j <br />L C <br />0. W <br />L 0 <br />W 41 <br />LSCS Coll Classification <br />W <br />W <br />N <br />-I <br />L u <br />0 0 <br />E L 4--L <br />❑� UI <br />Uj <br />-W W <br />0 <br />W <br />m <br />0 <br />z U\ <br />U N Y <br />O F- <br />i <br />I <br />(Stiff) SILTY SAND - Dark Brow, <br />Cemented, Fine Grained <br />66 <br />J <br />(CL) SILTY CLAY - Dark Brown, Hard <br />I <br />(SP) CLEAN SAND - Dark Brown. <br />10 <br />49 <br />i <br />Cemented, Fine Grained <br />(MI..) CLAYEY SILT - Grev, Cemnented. <br />Fine Grained � <br />15 <br />43 <br />Hydrometer <br />for <br />3" <br />(CL) SILTY CLAY - Dark Brown. <br />Cemented, Fine Grained <br />�I <br />20 <br />42 <br />Permeability <br />for <br />j <br />4° <br />{{ <br />I <br />25 <br />49 <br />1 <br />for <br />6" <br />(ML) SANDY SILT - Brown, Cemented, <br />'0 <br />52 <br />Hydrometer <br />Calcite Veins, Fine Grained <br />for <br />6" <br />(ML) SANDY SILT - Dark Brown, <br />Cemented, Fine Grained <br />35 <br />FOOTHILL LANDFILL <br />PLATE <br />KI K L E I H F E L D E R <br />San Joaquin County, California <br />1 of 2 <br />LOG ®F B®RING B-5 <br />A-7 <br />PROJECT NO. 24-2201-06 <br />