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NEW <br /> r <br /> s - <br /> _ FORMER UST EXCAVATION <br /> B B ' <br /> GROUND SURFACE ---- MW-1 IAS I IAS2 MW-4 <br /> a ---------- , --------- ------------------ -- <br /> _ _ _ _ __ _ _ <br /> ---------- 1 --------- ------------ -------- <br /> 10 16 410 - -0 _ - _ IO <br /> GW 1096 T 20 20 <br /> GW 1992 1 <br /> 30 - 30 <br /> 40 - - - - - - - - - - - - - - - - -- - -- - = - - - - 40 <br /> 50 -- _�_ _ _ - - - -_- - - -- - - - - 50 <br /> I <br /> DILL -, FILL MATERIAL, SILTY CLAY TO SILTY SAND <br /> 0 <br /> ML - SILT CLAYEY TO SANDY <br /> ND 65 SOIL SAMPLE <br /> SCALESM - SAND, FINE-GRAINED SILTY TO CLAYEY 140 60 <br /> LOCATION <br /> µ � LAY - O <br /> 0 20 40 ® - <br /> CL - CLAY TO SILTY CLAY 2 !' S0 <br /> FEET <br /> TPH--g <br /> ' (PPM) <br /> - PID MEASUREMENT <br /> (PPMV) <br /> CROSS SECTION B - BJdvarlced <br /> eo <br /> GEnv>ronmental, Inc <br /> CHASE CHEVROLET - MADISON ; otNorCBcry cr,,ford,. I <br /> 423 NORTH MADISON �jSTREET PROJECT NO ACE-NC-95--0144 -LE 0144/FIG5 �GURE <br /> LI <br /> STOCKTON, CALIFORNIA DATE 23 FEBRUARY 1996 DRAWN 13Y MAC <br /> J - 1 , <br />