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CLIENT SITE NUMBER LOCATION <br />' ETICExxonMobll 7-3942 444 N Pershing Avenu <br /> Stockton CA <br /> Englneenng, Inc DRILLING AND Vacuum Geared to 8 feet bgs on 9/771134 Drilled with CME 75 ng using <br /> SAMPLING METHODS 8 25"diameter hollow stem augers Sampled Tenth 18"and 24" <br />' LOG OF SOIL BORING IP3 split-spoon samplers <br /> WATER LEVEL a 22 1 219 <br />' COORDINATES START FINISH <br /> ELEVATION TOP OF CASING TIME 1145 TIME TIME <br /> CASING BELOW SURFACEDATE 9120104 0934 1527 <br /> 9120104 <br />' DRILLING COMPANY Cascade Drilling, Inc DATE DATE <br /> LICENSE NUMBER C57-717510 REFERENCE GS GS 9120104 9120104 <br /> INCHES J SURFACE CONDITIONS <br />' W m rD Open sod <br /> W 03 W z as 2 <br /> 7 Q 02 Qa a= 4�8 aV' <br /> Ow w O DESCfiIPTION BY DETAILS <br /> a Ix m� o� 0- a W� �a Tracy I I H Barry <br />' Water-Tight Traffic <br /> SANDY SILT yellowish brown(10YR 514) hard no box with locking <br /> plasticity,dry well cap <br /> 1 <br />' Becomes dark brown(10YR 313),firm low plasticity, <br /> well graded fine to coarse sand minor clay dry <br />' Cement Grout <br /> from 0 5 to 26 feet <br /> bgs <br /> ML <br /> 112-inch diameter <br />' 6 03 Stainless Steel <br /> 7 Casing Riser from <br /> Large aggregate concrete chunks up to 10" 0 5 to 29 5 feet <br /> diameter bgs <br /> SILTY SAND dark brown(7 5YR 312) very fine to <br /> fine sand,medium to coarse sand,medium plastic <br />' 1 fines,dry <br /> 19 3/4-inch diameter <br /> 18 3 17 0411— <br /> Steel <br /> 11 Casing Riser from <br />' 20 0 5 to 35 feet bgs <br /> 1 <br /> SM <br /> 1 <br /> 14 <br /> 0 <br /> N 1 <br /> 24 18 '416 03 <br /> W 14 SANDY SILT yellowish brown(10YR 516),firm, <br /> t medium plasticity,fine to medium sand dry <br /> 14 <br /> ED 17 <br /> � 1 ML <br />' z <br /> m <br /> � 1 <br /> 0 <br /> VJ <br /> 0 <br />' 2 Page 1 of 2 <br />