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I <br /> I <br /> f <br /> West East <br /> C C' Geologic <br /> B-B' A A' Unit <br /> I I <br /> as Fill/Concrete <br /> � �n <br /> 40- U U V Vm} V N - 40 <br /> Clay <br /> { 30- - 30 <br /> 20- - 20 Silt <br /> 10- -10 <br /> 0- 0 Sand <br /> -10- - -10 Unknown <br /> -20- Ma2000 - -20 <br /> y B 14 000 , <br /> p -30- E 11'000 - -3o C Inferred Sand Zone <br /> > X <br /> Z -40- „,TPHG fib 090 s 2bQa _ ,� - -40 �— Lithology Contact <br /> EDB 110.' T 35 099 : - <br /> aD -50- 1,?-DGA z,000 E 2200• _ - -50 ?— - Inferred Lithology Contact <br /> m x �soo9 <br /> TBA e1,000 <br /> 'fpHG"zoo 000 <br /> 1 p -60 ? EDB" 429 B <0'5, - -60 Groundwater Level <br /> -70 a,2-DCA 59a r: �o:5 - -70 <br /> 7 :... :- :•: ,�.. B' 15 000 TBA . <1 000 <br /> Gs T'; B. <0.5 - 80 <br /> W -80 1972-1977 E 2100 <50' T 9.9X 16000.. . N <br /> 90 7PHG 160o-000 X <0'5 , <br /> ED$' X0,5= - 90 p <br /> E 1 TBaA KS: Monitoring Well (MW), <br /> E -100 EDR 3a0 TPKG 6�0 - -100 Soil Boring (SB)or <br /> 0 <br /> 1,2-DCA 679 EDB e0.5 Cone Penetrometer(CPT) <br /> a TBA <br /> -110 <1,009 B 15;000" ' 1,2 DCA <0.5 - -110 <br /> Q T 21.000 <br /> 4 <br /> Q <br /> -120- X 1 Q00 -, - -120 <br /> TPHG' 110;000B . <0,5 <br /> T <0:5 -130 <br /> -130 <br /> EDB; 270 E <0.5. <br /> 1;2•DcA 450 X <0.5 140 <br /> -140 TBA x500 TPHG- <50, F Location of Groundwater Sample <br /> EDB <0.5' -150 <br /> 150 12-DCA <0,5_ <br /> -160 TBA <5', -160 <br /> -170 -170 <br /> -180 -180 <br /> Screened section of <br /> Note: All concentrations are presented in units of monitoring well <br /> f micrograms per liter(µg/L) <br /> 0 100 <br /> j Scale In Feet <br /> No Vertical Exaggeration Figure 4-5 <br /> Cross Section C-C' <br /> ! Groundwater Analytical Results <br /> DISCO Site <br /> Stockton, California <br /> 131420.A7.0B 2M CCxsee OlSCO.FHB 6l12W00 pm SFO CH2MHILL <br />