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B B <br /> (Southwest) (Northeast) <br /> MW-7 MW-3 MW-13B Mw-1 <br /> 28 11 ft <br /> 24 B =<0 003 <br /> 11 ff t 0� E a<OAW <br /> 20 1 _<0 003 <br /> T c c0 003 ,y p 1 X =<D OW <br /> 16 E _<0 003 t Gp'� r J TPH =<1 0 <br /> 12 003 <br /> TPH =<1 00 21 0 1 Tr* I 21 ft <br /> B F111 Material Clay T <`<0 003 L ---J Cloy T a`<0 003 <br /> E a<0 003 E _<0 003 <br /> 4 X =<0 O03 31 ff x a<0 003 <br /> MY TPH a<1 0 B a<0 003 TPH a<10 <br /> a<0 003 E- 3 <br /> p E <0 00340 ff <0 DD3_4B =<0 003 41 ff 31 ff X 003<0 003 <0 003 TPH <1 0_B B a<0 003 T =<0 003 E -<0 003 T =<0 003 E =<0 D03-12 X =<0 043 E :<0003 X a<0 D03 <br /> TPH a<1 o x a<0 003 TPH a<1 0 Sl/fy Sand <br /> -16 TPH =<1 0 51 ff <br /> 50 ff Clay 81 ff B a<0 003 <br /> -20 B a<0 003 B e 0 12S T a<0 003 <br /> -24 THa<0 003 E a<0 003 <br /> a<0 403 3i ff T a 00045 x a<0 003 <br /> E B =<0 D03 E a<0 003 <br /> X e<0 003 T a<0 003 X a 0 OOS sll f TPH =<1 0 <br /> -28 TPH a<1 0 60 ff E a<0 003 TPH 0 1 3 <br /> B a<0 003 01 ft <br /> x ¢<a 003 <br /> -32- T a<0 D03 TPH =<1 0 B =<0 003 <br /> E =<0 DW T =<0 003 <br /> -36 X a<0A63 E _<0 003 <br /> _40- TPH a<1 0 <br /> X e<0 003 <br /> TPH ¢<1 0 <br /> -aa Clayey Sand <br /> -48 71 ft <br /> Sllty Sand Sl/ty Sand e a 0 975 <br /> -52 L`/a T =0031 <br /> -56 ?—?—? E a<0 003 <br /> 71 ft x a 0.295 <br /> -60 70 ff B 0 1 6 TPH a..a.5 <br /> B =<0 D03 T -0060 <br /> 79 ff ?—?—?- <br /> -64 T a<0 003 E =0 007 g - 14 <br /> E _<0 003 a 0 060 T n 0 D80 <br /> -fib X a<0 003 Sand TPH Q 12 E a<D 6Eu <br /> TPH_-<1 0 a 0115 <br /> -72 TPH a 13 Sand <br /> -76- <br /> _80- <br /> -94 <br /> 76-BD_84 SlIty Sand <br /> Sand and Silty Sand 0 90 <br /> A BTEX a BENZENE, TOWENE, ETHYLBENZENE, XYLENE, mg/Kg <br /> TM a TOTAL PETROLSuy HTOROCARBONS, mg/KO !W Ground Water Levels = 03/06/2001 Bortsontal Scale <br /> I <br /> APPLIED EARTH SCIENCES, INC. FORMER CANTEEN CORPORATION <br /> � I ids Br or Jmm, 05-1e-2001 <br /> 1500 Shaw Road Cross—Section B — S' 5 <br /> 145-94009-04 Stockton, California <br /> Cb*d Br G 5 I Rlwam& 4009CSS <br />