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AwL <br /> F— <br /> D-rt i Gravel I <br /> Equpwnt Storage Equipment II <br /> Storage <br /> Propane Tank <br /> Concrete Driveway <br /> � MV-2 <br /> El <br /> ' 1 ND <br /> 4- MW-10 Equipment St ge <br /> ND 1 <br /> c Covered 255 <br /> 4 � HesstD Shop 0% W-6 <br /> MW-3 <br /> aFor r <br /> ase a U s ND <br /> I <br /> mw-8 <br /> Stora a MW-g <br /> ' ! 350 #143000 250 <br /> MW-4 <br /> ' MW-5 980 <br /> ❑ Pressure <br /> ' VpSher <br /> C <br /> V c <br /> m <br /> r n o II <br /> ND� <br /> Concrete Shoe oncrete <br /> Dr�vewoy Driveway v <br /> 4 <br /> � <br /> r <br /> 1 <br /> Covered independent Trucking <br /> Office 1145 W Charter Way <br /> Equipment <br /> ND + Storage <br /> MW-7 <br /> Pots <br /> 1 $arm Parking <br /> 0 an Dlicr� <br /> Ctli V er t <br /> 11 en git[h+ <br /> C4lvert <br /> W2St Charter Way <br /> ' Fig 8. TPH—G * soil Boring Legend. <br /> Contour Map + Monitoring Well 53000 = TPH-G Concentration (ug/l) <br /> Water Table Wells Contour Interval = 20001) ug/l <br /> J M Equipment ND = Non-detect «50 ug/l) <br /> 1245 W Charter Way © Armin <br /> 0 50' <br /> Stockton, CA <br /> ' •++� Asphalt ���� Sand & Gravel I I <br /> Gealogccal rechmCs kc 5/22/03 SCALE <br />