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i <br /> ® EA ENGINEERING CLIENT SITE NUMBER LOCATION <br /> SCIENCE AND Exxon Company, v S A 7-3942 4444 Pershing Avenue, <br /> TECHNOLOGY Stockton CA <br /> DRILLING AND Augers <br /> 10 75"Hollow Stem Au <br /> �+ SAMPLING g <br /> LOG OF SOIL BORING S V`�y�V 1 METHODS Observed cuttings to 30 feet, Split Spoon from 30 feet <br /> Coordinates WATER LEVEL DRILLING <br /> TIME START INE H <br /> TIME TIME <br /> Elevation top of casing DATE <br /> Casing below surface REFERENCE DATE 5/12/93 1 <br /> DATE 5/12/93 <br /> Inches SURFACE <br /> c m % n j w p� WELL DEPTH GRAPHIC CONDITIONS Unpaved lot <br /> O DETAIL (Feet) LOG <br /> o s m Cn °C DESCRIPTION by B Thomas <br /> 0 � <br /> 1 Y, <br /> 2 N'rS V <br /> G FIII { Cuttings Cobbles, pea gravel, fine sand,and clay, <br /> 3 -1 cr poorly sorted (fill) <br /> 5 <br /> Cuttings Brown fine sand and silt <br /> 6 -- <br /> 7 <br /> 8 <br /> 9 <br /> ML Cuttings Same as above with some clay <br /> 10 <br /> 11 <br /> 12 <br />' 13 <br /> 14 <br /> ML <br /> 15 Cuttings Brown silt and clay <br /> 1fi <br />' 17 <br /> 18 <br /> 19 <br /> M <br /> 20 L <br /> Page 1 of 3 <br />