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A <br /> At <br /> NORTHWEST <br /> SOUTHEAST <br /> MW-35 PROPOSED PROPOSED MW-19 MW-20 4 MW-30PROPOSED <br /> SOIL BORING SOIL BORING f DESTROYED SOIL BORING <br /> 0 _ <br /> I I IM 1 ` SILT M I 0 <br /> I I <br /> SP <br /> D I II I I <br /> FORMER <br /> I I S SILTY SAND <br /> I TPHg=ND~ 5 <br /> _I I ( ) I I SP <br /> -ND <br /> 10 I I TND C 10I <br /> LI I E=N <br /> r M D � � — — -T�_ �------ - <br /> I I TPHg=NO S I <br /> 1 5P SP S-ND <br /> I E=ND ^AND CLAY C I <br /> I 1 _ X=ND � � <br /> M SILTY SAND I I M TPHBB=No -� <br /> 20 I 1 T=ND SP I 20 <br /> I I E—ND I <br /> ' I SH <br /> I X=ND B=NO <br /> T-ND � � 1 <br /> 1 I E=ND CLAY CL <br /> SM X=ND SILTY SAND ` I <br /> 1 TPHg=ND ~ 1 w <br /> 30I f SP B=ND S <br /> I I I 30 <br /> SP SFWD I X-ND 1 TPHgB=N�B-ND <br /> , — SIR <br /> m I I T-ND <br /> I - SP X=ND ` SILT M <br /> g-ND z <br /> _ — — — — 8=ND _ I <br /> 40 �� ^ ^ I I TPHgg=1 5 � � SILT M TPffg=ND� � T-ND I 40 <br /> CL CLAY I I B=ND B=ND SAPYlJ E=ND I <br /> o M T-ND T=ND f X=ND -_ q <br /> I SILTY SAWD Iz E=ND E=ND f I <br /> I -_ X=ND X=ND SILTY SAND -$ I <br /> TPHg-390 I I - 5 TPH8-No _ I <br /> _T-ND _ 1 <br /> _ M T=10 2 1 f� 1 SP 1 1 r r f E=ND _ <br /> I <br /> {r �� I SAND J _X=ND _ <br />' 50 _ Xs17 / SP _-- — — — — — ^ ^ ^ ^ ^ ^ —TPHg=ND -CL 50 <br /> ' <br /> TD-50' TD-50' CL B=ND TD= <br /> 50' <br /> T—ND TD-50 5' <br /> TD-52' X=ND <br /> C CLAYEY SAND SILT AND CLAY M SILT AND CLAY <br /> CL <br /> 60 = <br /> 60 <br /> M-61 5' <br /> -s <br /> _ SILrY SAND <br /> 70 70 <br />' TD-70' <br /> TOTAL PETROLEUM HYDROCARBONS 10 FT FIGURE 4 <br /> LEGEND "g AS GASOLINE GEOLOGIC CROSS SECTION A - A' <br /> B BENZENE <br />' ASPHALT AND AGGREGATE BASE T TOLUENE BEACON STATION NO 696 <br /> M USCS SYMBOL E EfHYLBENZENE <br /> APPROXIMATE CONTACT BETWEEN SOIL APES X XYLENES 0 20 FT 2448 WEST KETTLEMAN LANE <br /> SCREENED INTERVAL ND NOT DETECTED OR BELOW METHOD 0 LODI CA. <br /> DETECTION LIMITS ECT NO DRAWN BY <br /> TO TOTAL DEPTH HORIZONTAL SCALE VERTICAL SCALE -93-948 1 H. V1 93 <br /> SOIL SAMPLE ANALYTICAL RESULTS F1 NO PREPARED BY Delta <br /> IN PARTS PER MILLON 3-918-5 REC EnvtrR ON NO REVIEWED BY Ift <br /> Consultants. <br /> I <br /> EG Conaultant�. lna. <br /> i <br />