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r ' <br /> A mwl Cq Lo A' <br /> mw7/2e F MW38/37 IASL F IAS3 <br /> 0' mw2 mw47/48 <br /> / .................... <br /> .._.._....-_.. <br /> 10,- <br /> 4 •... .. <br /> 20' <1.0 <l. I /I 1,000 If--- <br /> 370 <1.OI I 20' <br /> <1.0+ <40+ I 1,70 I 190 <1.0 <br /> 30' <1.0 <1.0 44. 270 i <br /> 1 _ - t <br /> - : :�..•. �..�n::-3sv-�..•..,.._-_n�.�-ung-.: _ _ <br /> 11 <br /> 50' <3.0� < _ -_-__-_" _== <br /> 3200, 11. 50 <br /> 50' <br /> <1.0� Z. <1.0) =e _ __..720, 96S <br /> B <br /> <J 4.„ 10 1901 BBOT I e <br /> Soo 2400 <br /> 70' 1 ,'5.4 70'- <br /> 80,— <1.01 I <br /> I e0' <br /> 9p' <1.0 <br /> <1.0 90' <br /> ---------------- <br /> 1DO' <1.0t <1.0 loo' <br /> 110' <1.0 / 1110' <br /> 120' 120' <br /> 130' J / 1130' <br /> i <br /> r <br /> 140' <br /> - - - - - - - - - - - 140' <br /> 150' <1.O 150' <br /> IFSM mw37 (200 feet) <br /> Q CLAY OR SILTY CLAY <br /> Q SILT OR SANDY SILT (STIFF FINE GRAINED) <br /> r-7 SILTY SAND OR SAND OR GRAVEL <br /> <1.0 SOIL SAMPLE SAMPLE LOCATION <br /> TPH-GASOIJNE DETECTION MG/KG (1 MG/KG DETECTION PRESUMED) <br /> WELL SCREEN INTERVAL <br /> TPH-g CONTAMINATION IN <br /> SOIL CONTACT SCAT.r. <br /> tHATER TABLE 0 25 50 <br /> Interpretive Cross Section, lithology based on: <br /> hollow stem auger, geoprobe, CPT boring soil samples; <br /> FEST <br /> TPH-G CROSS SECTION A-A' Advanced <br /> RIVER CITY PETROLEUM / CONNELL ® GeoEnvironmental, Inc. <br /> 2211 NORTH WILSON WAYrf <br /> .4 PROJBCf N0,AGB-NC-68-0500 FILE:RCPX �G <br /> STOCKTON, CALIFORNIA DATE: 31 DEC 2007 1 DRAWN By;ypC 3 <br />