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�rM M M M M MM MILO r M M r <br /> ZW <br /> Boring B3 is located approximately 6 <br /> feet Northwest of Section line A-A' <br /> B101MW1 <br /> A B3 B2 B1 B6 A' <br /> 0 1 San 0 <br /> ....-- .. -� ...... ---- h--- - -S'�' -r�------- <br /> �Fill <br /> . Clayey Silt Former Clayey Silt <br /> Tank -- - ---- 10 <br /> KEY - Sand - ....._•- Excavation <br /> Sandy St Silty Sand- <br /> G 870 ND <br /> 0 =Groundwater 20 B-15 ND 20 <br /> AND __- � ND <br /> — — = Inferred contact _G 8' ' Sand--- <br /> 852 - <br /> r.G,41 <br /> 007 = Soil sample 30 - --- ---- --------- - ......- ND 30 <br /> Total petroleum hydrocarbons as ND and s s7z• ND TD =30' <br /> Gasoline=470 mg/kg - ----- <br /> Benzene=6 2 mg/kg Sandy Sift/Silty Sand <br /> -40 <br /> ND= Not detected 40 ND G<1 0 ND <br /> ® = Screened interval of monitoring well TD =41' T 5 43' TD =41' <br /> Y <br /> Sandy Silty/Stlty Sand G-3 1 <br /> TD =4 i' =Total depth of boring is 41' 50 B 0 49 50 w <br /> - <br /> -------- - - ----- ----- - ------ - -------- -- <br /> CL <br /> O <br /> Sand _ <br /> NOTE Detection limits are 10 mg/kg for - -- .......... .G-<1 0 - ---- Sandy_-_.._ SandySrlt <br /> ....------• ---- - - - <br /> 60 <br /> benzene and 0 005 mg/kg for TPH 60 - -B-0 12--- Sand <br /> as gasoline <br /> 70 G <1 0 Sandy Srl1/Silty Sand 70 <br /> B-0 0041 <br /> — ND— — <br /> BO 80 <br /> 0 10 20 <br /> Approximate Scale in Feet 90 , 90 <br /> (vertical&horizontal) <br /> TD =91' <br /> 100 100 <br /> LEEWARD Geologic Cross-Section A -A' Project No 1001 Date 12195 <br /> consultantsFigure No 4 <br /> T & T Trucking Rev No <br /> Environmental Services <br /> Lodi, California Rev Date <br /> 916678-4253 fax 916 878-198 <br />