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r r� r r r r r r r■� �■Ir, r r■ w■■ . . r .I <br /> SB1 SB 2 MW2 <br /> S B 2/t ) (PROJECTED 2S if SE) /\ I <br /> M W 4 ON—srTE BUILDING f 1 (PROJECTED M W 1 /� <br /> 0 {PROJECTED 6 Fr NII) (PROJECTED 30 FT NYI) <br /> 5 — <br /> EXCAVATION AREA < <br /> NA <br /> 10 FORMER UST <11.4 — <br /> NA <br /> 15 <br /> 20- <br /> 25 <0.020 - "� <br /> <s.0 — — <0.020 <o.a2o <br /> 0.020 <br /> 30 — — — --— r cs.a <br /> 35 <br /> — — < . <D.ozo <0.020 <br /> <0.020 NA <1.0 <1.0 <br /> 40 <br /> <0.020 <o.ozo <br /> 45 <br /> GRAVEL <br /> 50- <br /> 55 <br /> ® CLAY - <br /> 60 <br /> 65 ® SILT <br /> o <br /> '0_0 <br /> 70 2Frcuno <br /> ® <5.0 <br /> SAND <br /> 75 10 Feet 581 SOIL BORING LOCATION <br /> 80 MWl MONITORING WELL LOCATION <br /> �BTEX COMPOSITE (m9/kg) <br /> BTEx TPH=`-TPH AS STODDARD SOLVENT (.%/kg) INLAND PAINT COMPANY GEOLOGICAL CROSS SECTION FIGURE: <br /> 0 20 Feet ,. 117 WEST HARDING WAY A-A' 4 <br /> STOCKTON, CALIFORNIA PROJECT /: 5k17211.1 FEBRUARY 200, <br />