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FORMER UST EXCAVATION <br /> A A' <br /> GROUND SURFACE 0— MW-12 MW-2 MW-5 MW-1 IAS-I SH-2 GP-13 GP-14y _ <br /> ----- -- ------------------ ---- ----- --- - --- -- -------- --------- ----- ----- ------- ------ 0 <br /> ----------------------------------------------------------------------- <br /> ----- 1- --- <br /> 1 - ------- ------ <br /> 1 ------------- ------- ------ <br /> ------ ---------- --- — -- --"----- - <br /> 10 - 00- 1, 10 wo ' 10 <br /> 20 ND 0 ///6 4 NO B I 20 <br /> /�� f <br /> ND 0 �\/ /L` /�/ ' r` `�I � 5 0 <br /> CW 1392 <br /> z 30 - - 30 <br /> ' 40 _ _-- -_ __ _ _-'__ __.... _ __ __... ---- 40 <br /> _ - - FILL - FILL MATERIAL SILTY CLAY TO SILTY SAND I <br /> ML - SILT CLAYEY TO SANDY PID M(p PMyFMFNT <br /> - 16 <br /> _ _ ❑ SM - SAND FINE-GRAINED SILTY TO CLAYEY + <br /> TPH 75 75 _ { <br /> ' CL - CLAY TO SILTY CLAY (PPM) <br /> lB D <br /> ` SOIL SAMPLE LOCATION. - <br /> SCALE _ <br /> 0 30 GO - <br /> FEET <br /> CROSS SECTION A — A� - <br /> GeoEnvironmental, Inc ` <br /> CHASE CHEVROLET ' -- MADISON of Northern Al lorne <br /> 423 NORH MADISON STREET PjiolLCT NO ACE-NC-95-0144 IFIFF 014 <br /> 4/FFG4 FIGURF <br /> STOCJTO , CALWORNTA <br /> DATE, 23 FFBRUARY 3996 DRAWN BY MAC 4 <br /> r <br />