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C6 <br /> G.1 a <br /> (North) B-B' (South) <br /> 1B2 <br /> (off-line 4 5' east) <br /> MW2 <br /> BL B4 Cj <br />' <br /> (off-line 8' west) (oft-line 85' east) (off-line 95' west) 0, <br /> 0' <br /> w o� <br /> Former UST Pit I ro <br /> I I b a <br /> 1 10 <br /> / <br /> 20' TPH- 120,000 TPH- 170,000 / / 20' APPRoxnlATE GROUND WATER ELEVATION <br /> 1 H H 90 2 , g 1 2'000 z w <br /> T 23,000 T 17,000 8B0 O <br /> LEGEND E 336.100 E 4,000 560 <br /> D 33,000 X ss3 00 2.200z 0 <br /> DCA. 2 4 DCA s a <br /> EDB 170 EDB 190 ? ►-+ <br /> G� cn <br /> 30' ' 30' � Q O <br /> 1 - - -- <br /> ©1d= FINE SOILS U W U <br /> O � U <br /> 1l l i l <br /> Z <br /> SILT <br /> � O <br /> En <br /> 1 <br /> CLAY ; ' o� <br /> SAND 40' <br /> APPROxILATE EXTENT OF \ } ? 'Z, <br /> GROUND WATER CONTAIiINATION ? \ <br /> ? Where Unoertian <br /> 1 GROUND WATER SAMPLES IN 50, <br /> MI \ � <br /> CROGRAMS PER 1HM (ug/1) \ <br /> 0 <br /> 1 � TPH-g 14,000 <br /> -,TPH-d 11,000 <br /> B li <br /> ' <br /> so. E 430 60' } <br /> X 2,s60 <br /> DCA 2 2 <br /> i <br /> 1 BC= <br /> 0 l0 20 <br /> i <br /> 1 <br />