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i i � i � >• � i � � i I� � � � i � <br /> B-3 remedial excavation MW-1 <br /> DEPTH limit <br /> DEPTH <br /> (fed) 1 <;: <br /> 1 i;l <br /> 10 <br /> BH-30 1 <br /> 1 B=140 <br /> 20 1 T=280 , 20 <br /> jX`SW-22 E=ND NW-22 `I <br /> ND(all) Y=220 ND(all) <br /> Gas=5.2 1 <br /> 30 <br /> 30 <br /> B-1041 *\ ��. 13-1 36 <br /> B=51.0 B-=19.6 <br /> T=17.9 T=19.2 <br /> 40 E=ND t E=ND 40 <br /> B-3 41 X=34.3 .� X=16.3 <br /> ND(all) Gas=2.0 +� Gas—5.0 <br /> B-1 46 <br /> 50 B=21.2 � MW-[050 50 <br /> T=11.0 13=354 <br /> E- 8.0 \ T=ND <br /> B-3 56 X= ND E-ND <br /> ND(all) Gas=ND X= 8.2 <br /> 60 Gas=ND 60 <br /> MW-1060 <br /> ND(all) <br /> B-3(a71 — screened Interval=65.90' <br /> 70 ND(all) 70 <br /> Water Level <br /> T.D.=71.5' MW-1 75 <br /> Legend: ND(all) <br /> 80 B=Benzene ug/kg MW-1 Water Samale 80 <br /> T=Toluene ug/kg B=1.0 <br /> E=Ethyl Benzene ug/kg T=ND <br /> [+ 5 X=Tota!Xylenes ug/kg E=1.9 <br /> Gas=Gasoline mg/kg X=NU <br /> 90 I I Gas ND 90 <br /> Horiz.Scale(feet) T.D.=90' <br /> George F. Schuler, Inc. Figure 7 <br /> 1705 N. Broadway, Stockton, California Contamination Section B- B <br />