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RN <br /> Or <br /> F <br /> 21 <br /> 2 31 . <br /> i <br /> .r <br /> Groundwater Flow / J <br /> Direction Determined <br /> from wells 1,2,3 <br /> (42.,2) r <br /> �Mws�;✓' ` nen } "� <br /> (42.24) 41 <br /> FORMER <br /> FORMER PUMP!SLAND <br /> r `DATION' <br /> " BUILDING/I f� <br /> 2 j f cc <br /> 2 3 F— <br /> r— <br /> _S LU <br /> t FORMER U s <br /> i J f TANK <br /> ... _ 1 (42.20) f FIELD <br /> FORMER. l I <br /> i. PUMP ISLANDS <br /> .EiT} <br /> MW,, F, Y <br /> (42.,8) MW4 <br /> IDR <br /> N <br /> 0 30 Feet -+ , <br /> HAMMER LANE <br /> EA ENGINEERING, <br /> Figure.C-7. RelatfYB gr9l,. �dwater elevations (ft msl±0.02 ft rnsl , Drawn Date SCIENCE, <br /> } SITECHNOLOGY <br /> former Exxon RS 7-1.050, Stockton,.California, 41 Lafayette Circle <br /> LL <br /> Reviewed Date <br /> gradient.!OW1'to MIN2:.0.0004, 10 July 1989, ' — � Lafayette,cA,saws <br /> l <br /> J . <br />