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Esijmated extent <br /> i <br /> of UST excavation <br /> 83-19 Separated for Separated for <br /> B3-19 legibility legibUity <br /> PROMSEo r.E W RCO5. <br /> FROnsw OFW0€o WTH"W444IKT■RVu6 ,Sr'�L9 fCLCe <br /> 83-6 B3-19 �'° """" B3-3 MW3-3 MW3-2 . B3-2 <br />` B — B! <br /> 10 <br /> JA . .111' <br /> — - <br /> ' .1400 �;�ooiy:c •`• p <br /> ND/ND <br /> • �Al N 20' <br /> 20' �, 5.3/L2 •v......:.:.. .rte.. .....,�a� • -- <br /> 16 -16.6/0,342 <br /> .40 <br /> 0 — 3a <br /> 'ND/ND. - - ND/ND <br /> -- <br /> 407 <br /> 1a' n ND/N77N U <br /> 50' . <br /> ---- 11 <br /> Legend \[T/��1�) Port of Stockton Figure <br /> Mir Screen Interval Y 'l 1�. <br /> OClay, silt, silty clay Interpreted Extent of Tank Pit Cross Section 4 <br /> Sand, silty sand, sandy clay ..�' Impact to Soft Southwest jne, UST #3, Port or Stockton Stockton, CA <br /> 1810.38 TPN-g/Senxene in soil wWg/Kg 11021 lnnnarm chole,Sulu for DATE PROJECT' NUMBER DWN BY DWG #J <br /> Lor JUamlta■, CA Y67z0 26Dg 7n3.PRLn3 cFs <br />