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f <br /> Ir <br /> I' <br /> I <br /> i <br /> } <br /> West East <br /> E E' Geologic. <br /> A-A' Unit <br /> CM <br /> 50- I r - 50 z Fill/Concrete <br /> IL a a a <br /> 40- 0 0 Q v - 40 Clay <br /> 30- - 30 <br /> 20- - 20 ,`.4 Silt <br /> 10- _10 <br /> Sand <br /> _10- - -10 Unknown <br /> -20- 5/2000 T c0 5 , - -20 <br /> E c05 <Q5 <br /> -30x <0 5 ;T e0 5 _ -30 Inferred Sand Zone <br /> 1 TPHG . <50 E cb 5 <br /> Z -40 X 4.0 5 _ An <br /> EQs <05 TRHG c50 B <0.5 - �` Lithology Contact <br /> B <0 5 2 DCA 11 T <br /> N -50 T <0 5. TBA <5 EDB �0 5 ..' E Inferred LIthOIO Contact <br /> 200. X <0.5 gy <br /> v X <0'.5 : TBA 2b.. TPHG: <5fl <br /> o -60- TPHG <eo Groundwater Level <br /> t <br /> -70- EDB 40'.5 1,'1--DCA �50 <br /> :. .._. <br /> co <br /> N TBA' <5 <br /> W -80 - 1972-1977 --- so <br /> 00 <br /> CD <br /> - <br /> _90- -90co B c0.5 B <0 5 <br /> K .5 T <0 <br /> 100 E <0 <br /> 5 G <br /> o x ins 05 - -100 - Monitoring Well (MW), <br /> CL _110- TPHG <50 <br /> TP.. <r�0; T �p:g -110 Soil Baring (SB)or <br /> eos <0.5 EDB <0 5 E <0.5 Cone Penetrometer(CPT) <br /> -120 1.2-DCA 1A <0.5 -120 <br /> TBA c5 1.,2-RGA O S3 TPHG <50 <br /> TBA <5 <br /> -130 EDB X0.5 - -130 <br /> 1,2-]DCA ,-41,5 <br /> -140 TBA <5 " _ -140 <br /> B X00.5 �— Location of Groundwater Sample <br /> -150 E m1.5 _ -150 <br /> X <0.5 <br /> -160 TPHG <50 -- -160 <br /> EDB cOZ 170 <br /> -170- 1,2-DCA <0.5 <br /> TBA <5: <br /> -180 -180 <br /> Note: All concentrations are presented in units of Screened section of <br /> micrograms per liter(iug1L) monitoring well <br /> 0 100 <br /> 1 <br /> Scale In Feet <br /> No Vertical Exaggeration <br /> Figure 4-7 <br /> Cross Section E-E' <br /> Groundwater Analytical Results <br /> DISCO Site <br /> Stockton,,California <br /> .1420.A1.06 "H2 <br /> EExe �ISCO.FHS 602MO0 pm SFO 111AHILL <br />