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r r m m ate- _! m - m r- m m m -m - = m <br /> FORMER UST EXCAVATION <br /> - SOUTH NORTH <br /> GROUND SURFACE 0 ---- MW-1 IAS1 IAS2 MW--4 <br /> ------ 0 <br /> +1 --------- ------------ ------- <br /> --- ------ 1 --------- --------------------- <br /> 10 — — 16 410 — _ -0 10 <br /> GW <br /> 10 <br /> GW _1997 — <br /> GW 1996 1 20 �0� r 20 <br /> GW 1992 - <br /> 30 30 <br /> Y. - - - - - - - - - - - - - - - - - - -- -- <br /> - _ _ <br /> 40, - - - - - - -- - 40 <br /> 509 - - -- - - - - --- -- —=__ - - - - - - -_- - - 50 <br /> FILL — FILL MATERIAL SILTY CLAY TO SILTY SAND <br /> 4: <br /> a <br /> ML — SILT CLAYEY TO SANDY — �_ <br /> SOIL SAMPLE <br /> ND 65 <br /> SM — SAND FINE—GRAINED SILTY TO CLAYEY LOCATION <br /> SCALE 1 _ _ f140 60 <br /> 0 20 40 / <br /> M. <br /> CL — CLAY TO SILTY CLAY 2 50 <br /> FEET <br /> _ TPH—g <br /> - s _ (FPM) <br /> PID MEASUREMENT <br /> —(PPMV) <br /> CROSS SECTION B —B ' Advanced <br /> _ CHASE CHEVROLET — MADISON or Inc <br /> T E a!Narlhern C.e%lornia <br /> 423 NORTH MADISON STREET PROJECT NO AG£—NC--95-0144 FILE 0144/FiG5 FIGURE <br /> STOCKTON, CALIFORNIA — r DATE 23 FEBRUARY 1996 DRAWN BY MAC 4 <br />