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t <br /> A mwl a n A' <br /> mw7/26 mw36/37 IASL IAS3 <br /> 0, mwL mw47/46 <br /> 10'._ X1,01 11.0 <t I I (F [Y_ 10. <br /> 560 <1.01 <br /> 20' <1.0 <1 I / 1.000 \I` 970 11.01 I 20' <br /> ,1.01 <401 1,700 I 190 <1.0 <br /> 30'- � { 11.0: !E ., 270 �' 30' <br /> 3 <1, F : - al I 1 <br /> 40' 40' <br /> t _ <br /> f L- kQ � _ <br /> 50' Y1 b. < _ k 3� a.. 50' <br /> <1 0 a,44 ! !?, 720 <br /> 6 _ �; 4,711P Ota .TgO 68011 6 <br /> - s 240+ i <br /> 70'- 7b' <br /> 60'-- <br /> 90' <1.0 -!-:'i!iN/!i/%%i 90' <br /> <1.0 <br /> <l <br /> 100' S1 b C10 100' <br /> u0' ��b . �� 11o' <br /> 120' ��1':0 120' <br /> J 30' , / 130'- <br /> 14W — — — — — — — — — — — -- -- --- — — 140'- <br /> 150'--J 11.0 15w- <br /> LEGEND mw37 (200 feet) <br /> 0 CLAY OR SILTY CLAY <br /> 0 SILT OR SANDY SILT (STIFF FINE GRAINED) <br /> C� SILTY SAND OR SAND OR GRAVEL <br /> <1.0 SOIL SAMPLE SAMPLE LOCATION <br /> TPH-GASOLINE DETECTION MG/KG (1 MG/KG DETECTION PRESUMED) <br /> WELL SCREEN INTERVAL T <br /> TPH-g CONTAMINATION N <br /> SOIL CONTACT SCALE <br /> WATER TABLE0 25 50 <br /> Interpretive Cross Section, lithology based on: --� <br /> hollow stem auger, geoprobe, CPT boring soil samples; FEET <br /> TPH--G CROSS SECTION A—A' 4dvaDeed <br /> RIVER CITY PETROLEUM / CONNELL ® GeoEnvironmental, Inc. <br /> 2211 NORTH WILSON WAYQ PROJBCT NO.AGE-NC-90-0500 FILE:RCPX FIGURE: <br /> STOCKTON, CALIFORNIA DATE: 31 DEC 2007 DRAWN BY:MAC 3 <br />