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4 * irE r ` - t t r r r c r t r <br /> FORMER UST EXCAVATION <br /> B B ' <br /> GROUND SURFACE 0 mw_I IASI IAS2 MW-4 <br /> ------ 0' <br /> ---- --- ----------------------- <br /> 16 410 - _ 0 10' <br /> 20' <br /> Gw 19%, <br /> GW 1092 7 <br /> 30' , <br /> 30, <br /> 40' - - - _ - - - - - - - - - - - - <br /> -- - - - - - - -- - -- - - - - - - - - - 40 <br /> 50'] <br /> 5 <br /> FILL - FILL, MATERIAL, SILTY CLAY TO SILTY SAND <br /> 0 <br /> ML - SILT, CLAYEY TO SANDY <br /> ND 65 SOIL SAMPLE <br /> SM -� SAND, DINE-GRAINED, SILTY TO CLAYEY LOCATION <br /> SCALE 140 60 <br /> 0 20 40 <br /> CL - CLAY TO SILTY CLAY �. 2 SO <br /> FEET <br /> TPH-g <br /> (Ppm) <br /> PID MEASUREMENT <br /> (PPMV) <br /> CROSS SECTION f3 - B ' � fldyanced <br /> CHASE CHEVROLET — MADISON GeoEnvironmental, Inc. <br /> r� NORTH <br /> 7 �7 STREET <br /> � of Norlherq Ca/ifgrgie <br /> �-r� 1 V O��I� ���l�O T"' 1 PROJECT N�FEDRUARY <br /> C-95-0144 FILE. D149/F1G5 FIGURE: <br /> 5"IOCI���ON CALIFORNIALI.' 1ti1VDATE: 23 1996 DRAWN BY: MAC 5 <br />