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EXPLANATION <br /> SCALE ( ft ) + MONITORING WELL <br /> 0 <br /> - 21 . 62 GROUNDWATER ELEVATION ( FT, MSL) <br /> > 0 30 GROUNDWATER ELEVATION CONTOUR (FT, MSL) <br /> — 21 . 75 APPROXIMATE GROUNDWATER FLOW DIRECTION ; <br /> APPROXIMATE GRADIENT = 0.01 <br /> WASTE OIL UST <br /> z <br /> FUEL USTs <br /> STATION MW_ 3 .� 5 <br /> O BUILDING - 21 , 62 <br /> r, - - - O <br /> _ -1 , 22 <br /> :> L - - - - <br /> n 3 MW - 1 r — — — 1 22 . 25 <br /> - 21 . 62 - - - - J <br /> PUMP <br /> IS ED (3 <br /> MW - 2 STEVEN E. KACIK <br /> - 22 . 47 <br /> No 4916 �. <br /> Driveway Driveway \ <br /> OF CAO <br /> AL11-0�N\r <br /> ,z _ ,n,A SACRAMENTO ROAD <br /> Gn' _Innp from Gelber-Ryan, i,l <br /> PREPARED BY <br /> FIGURE : <br /> Chevron Station 9- 3232 <br /> PIRM 81 ) 60 Lower Sacramento Road GROUNDWATER ELEVATION CONTOUR MAP, <br /> Stockton , California DECEMBER 15, 1999 PROJECT: <br /> engineering emilracting Firm DAC04 <br />