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CLIENT SITE NUMBER LOCATION <br /> ETICExxonMobll 7-3942 444 N Pershing Avenu <br /> Stockton CA <br /> Engineering, Inc DRILLING AND Vacuum cleared to 8 feet bgs on 9117104 Drilled month CME 75 ng using <br /> SAMPLING METHODS 8 25"diameter hollow stem augers Sampled with 18 and 24" <br />' LOG OF SOIL BORING IP2 split-spoon samplers <br /> WATER LEVEL 21 27 6 <br /> COORDINATES START FINISH <br />' ELEVATION TOP OF CASING TIME 1420 1526 TIME TIME <br /> CASING BELOW SURFACE1359 0905 <br /> DATE 9121104 9121104 <br /> DRILLING COMPANY Cascade Drilling, Inc DATE DATE <br /> LICENSE NUMBER C57-717510 REFERENCE GS GS 9121104 9122104 <br /> INCHES SURFACE CONDITIONS <br />' w of a W cv Open soli <br /> z m� z x0. _ �� } a <br /> U O Q d w k'o 8 00 DESCRIPTION BY DETAILS <br /> "' Tracy I <br /> a it mva O� o an� C9� <br />' SANDY SILT(FILL) yellowish brown(10YR 514), Water-Tight Traffic <br /> hard,no plasticity rare gravel,well graded sand, box with locking <br /> 11 dry <br /> well cap <br />' Becomes dark yellowish brown(10YR 314),firm, low <br /> plasticity, minor clay,well graded fine to medium <br /> sand,dry <br /> Cement Grout <br /> from 0 5 to 24 feet <br /> bgs <br /> 112-Inch diameter <br />' Stainless Steel <br /> 7 Casing Riser from <br /> 0 5 to 29 feet bgs <br /> 1 <br /> 10— SILTYSILTY SAND dark yellowish brown(10YR 414),well <br /> 18 18 10 graded fine to coarse sand,firm, low to non plastic 314-inch diameter <br /> Stainless Steel <br /> 11 14 11 fines,dry Casing Riser from <br /> 12 0 5 to 33 feet bgs <br /> SANDY SILT dark yellowish brawn(10YR 414) firm <br /> 1 low to medium plasticity some fine sand dry <br /> 1 <br />' 14 <br /> 2 <br />' <br /> 15— <br /> ML Minor clay <br /> U 18 18 17 1 <br /> LU 20 22 <br /> d <br /> N 17 <br /> �_ <br /> M <br /> � 1 <br /> z <br /> 1 � <br /> 0 <br /> m , <br /> 0 <br /> y <br /> U. <br /> 0 <br /> 0 2 <br /> Page 1 of 2 <br />