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Surface Conditions: Relatively uneven open field. <br /> Date Completed: 10/24/90 <br /> Logged By: AEM <br /> Groundwater: Not encountered. <br /> Total Depth: 66 feet <br /> FIELD LABORATORY <br /> DESCRIPTION <br /> =1 L+J W _W <br /> ti 41 Dc 0 0 <br /> N .^4 41 2 L L L UI <br /> D c 0 --I L 4. •UI C Q L I �[ 1 <br /> w m� � L in 0 0 0 0 y a I y U USCS Soil Classification <br /> O Ni m OO CL i0X O F- <br /> V ' <br /> `'• (ML/CL) SANDY SILTY CLAY/'CLA`<'EY <br /> SANDY SILT - Tan, Cemented, Very Fine <br /> l Grained, Dense <br /> 76 <br /> i <br /> (SP) CLEAN SAND - Dari Grey-, Fine <br /> I <br /> 10 Grained`.I I <br /> 15 I r�.l (ML) SANDY SILT - Brown. Partially <br /> 40 tt Cemented, Fine Grained <br /> for I <br /> 4„ <br /> t <br /> �0 (11M) CLAYEY SANDY SILT - Brown, Fine <br /> 40 Hydrometer Grained <br /> for <br /> (ML/CL) CLAYEY SILT/SILTY CLAY - <br /> Brown, Partially Cemented, Hard <br /> i <br /> 2' 78 <br /> 30 40 Permeability (ML) CLAYEY SANDY SILT - Brown, Fine <br /> for Grained, Hard <br /> 2" <br /> 35 <br /> FOOTHILL LANDFILL PLATE <br /> K L E I 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 />