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- I <br /> a � � <br /> Lo <br /> 0 <br /> A A' � � <br /> (WEST) (EAST) <br /> q c <br /> a� <br /> b� <br /> 9-4 <br /> FDi MW-9 9-5 <br /> MW-1 P9 1 MW-2 0. e <br /> 0' <br /> LWr <br /> LOCATION <br /> =75 X=0 012 ce <br /> 10' <br /> 10' <br /> M'f@I*190 <br /> MTBE=8.600 <br /> 20, p <br /> 20` / MTBE=11.000 X=0 017 <br /> ND WTB,�:=S,eao <br /> ND Nn � z P-4407a �z <br /> 4W__ B=Q 015 1 11:00.0 88 TpH_g s 0 \ P <br /> %m0 O6� E098 g 8--0 14 r� Q <br /> X=012 TPH- =1,400 <br /> 1 MTBE=g 1 H=1 T=0 009 <br /> • ss/o� X=190 E=0$s �' $ W� y � a <br /> 50' ND HH 0g 8 MTBE-79 f MTBX=O 82E=0 0 d r--i <br /> 006 TFFI-�X28 -0 058 <br /> 1 E X=018 r B0, ,W�.i u <br /> MTBE=4 0 80` B=Q 0 <br /> T-O 006 -� g=1,900 �-+ [-^4 r--i <br /> -- _ <br /> X=0 045 X-i 0 132 ND Q <br /> ND MTBE=18 MTBE=120/95 70, � � � c) <br /> 70' TPH--gmi.500 <br /> 33 <br /> Dl'PBE='120 � r! <br /> l <br /> i <br /> MUM <br /> • SOIL SAMPLE LOCATION <br /> MUM OF SOIL BORING <br /> -� ESTIMATED EXTENT of MTBE CONCIIUITRATIONS GREATER THAN 1.000 ppb IN SOIL <br /> ESTIMATED EI[TEN'I' OF MTBE CONCENTRATIONS GREATER THAN 10 ppb IN SOIL <br /> t APPR0XDIATE DEM TO GROUNDWATER (06/00) <br /> 4 CONTACT QUERIED WHERE UNCERTAIN <br /> ® SM SILTY SAND/POORLY GRADED FINE TO WED= <br /> ems asp QMIMMXM AR aWZUM SAND. LOOSE TO MEDIUM DENSE WALE <br /> 0 90 40 <br /> CL/ML 9II.TY CLAY/CLAYEY HILT. FIRM TO VERY S'P1FF <br /> 4[! FiC67' <br /> mm MUM monm <br /> Kok nm meaof 400 MAA 8 4 I mq <br /> gm r sar►Immm a /4v pm zmomuwAwm� <br /> ears�e <br />