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n <br /> cLierrr sire NuralaCn LocnTKxr <br /> SWECHNOLOGY <br /> A ENGINEERING, Exxon RS 7.39,12 A444 N florstalnc�Avu. <br /> CIENCE,AND Stockton.CA <br /> D11ILLING AnD <br /> Mobil ohil Drill B-53 <br /> LUG OF SOIL BORING MW1 METHODS <br /> 121° 19'10"W WATER LEVEL 111.5' DRILLING <br /> COdCdlnaleS: 3START FINISH <br /> 7°59' 11"N <br /> TIME nr.,`: TI:� <br /> Elevation top of Casing: 7.76 it msI DATE 11187 ?OE <br /> -0.3 ttDATE DAIE <br /> Casing beioW surface: REFERENCE TpiC C 1127187 1127187 <br /> nc aos to . SURFACE <br /> a y'v WELL DEPTH GRAPHI <br /> CONDITIONS <br /> o 0 � DETAIL (Foot) LOG DESCRIPTION by: Harding Lawson AssoC., <br /> c m ur <br /> 0 - - <br /> 1 Dark brown lean clay with sand,stiff, <br /> ACL moist,no odor, fine to medium sands, color <br /> 2 change to mottled brown-orange. <br /> 3 <br /> t <br /> 5 <br /> 6 <br /> 7 <br /> 8 CVS Light brown silty clay, hard, no odor, dry, <br /> g ML trace fine to medium sands(10%);color <br /> change to brown-brown white, no odor. <br /> 10- <br /> 12- <br /> 13 <br /> 012-~13 <br /> / Greenish brown sandy lean clay, firm, moist, <br /> 14 CL <br /> / no odor,very fine to fine sands(35%). <br /> 15 , <br /> 16 Blue-green-green-brown sandy silt, stiff, <br /> moist, no odor. <br /> 17 ML <br /> 8 Brown well-graded sand with silt, loose, <br /> 19 S11V1� saturated, fine to medium sands, trace of <br /> SM coarse sands, no odor. <br /> 20 <br /> page i of 2 <br />