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C C. NORTH SOUTH V O CPT 7 CPT 13 MW 10 MW-6 CPT-4 CPT 5 E R T I A r- L D P 44 - --- --. .---? T _ [c1!<5le500!<20] [<11<5!<500la20] [<11<51c5001c20] •^-(<�/<6!<SQ9K29] H -c__ I N ---------- -------------- F -- --ter-.- �� ^----".' --- -------- F --` -" TD=70 E [<11<5!<500f<i0] [<1!<5f<500lQO] [c1lc5f<5001<20] 1<11<5f<5001<201 80 -- ------ '- ---------------- ---'- - --- r---------------�-----^ B ------- E [<1!<5!<SDO!<20] 1<11<5!<5001<20] _ ------^ - --------------------------------------- L ------ --^------------ --------- W -- --------- ----------------- -- '--`- --r--- [<11<511500lc20] ----J------------------- W -`---~-- `--(<11<51c5001<241 -------- r- -' n ----__-____ --------------------------------------- --------- S ` + < ----�---------------- R - 124 ' ' [<11<51<5001<20]-`----- (<1!<51<5Q01<20] F [<il<51<500!<2D]`• r r F - . ti --------- A ------ - A E - + - - [<11<51<5001<20] - TD=140 TD=140 G TD=145 z --� �- ------------'-- TD=145 R A Dir 0 LEGEND v 4 APPROXIMATE CONTACT BETWEEN SOIL TYPES E R SAMPLE LOCATION * FAILED SOIL SAMPLE ATTEMPT T (<11<51<5001<20] / TPHg CONCENTRATION IN mg1K9 BENZENE!TBA!1 2 DCA CONCENTRATIONS 1N S ug/Kg IN SOIL C 0 50 FT A GROUND WATER LEVEL L SILT&CLAY SCREENEDINTERVAL E 40 FT TD=31 5 TOTAL DEPTH IN FEET BELOW SURFACE SAND GRAVELY SAND HORZ SCALE GRADE I ,!�5rFORMER APACHE PLASTICS FACILITY FIGURE / 2050 FREMONT STREET ENVIRONMENTAL, INC STOCKTON, CALIFORNIA 5 GEOLOGIC CROSS SECTION C-C' TPHG/BENZENE/TBA/ 1,2 DCA PROJECT NO CONCENTRATIONS IN SOIL 2005-2050-01 i I