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HARDING WA Y <br /> 9 APPROACH SIDALK APPROACH <br /> -i -- - - - - P TER - - - - - - <br /> MW-3 <br /> EXISTING <br /> MW-4 TELEPHONE <br /> (S�E-1 a o .a (-14.28) BOOTH <br /> 420) <br /> X <br /> 0 <br /> n EXISTING <br /> r I ISLANDS M'wl <br /> ) <br /> L7 Q r` <br /> c <br /> 00 EXISTING <br /> ISLAND z <br /> LZZ o ❑ ' <br /> ❑ EXISTING <br /> 6 • BUILDING <br /> r - <br /> II II <br /> I I II II <br /> I I II II I EXISTING <br /> I II II UST <br /> I COMPLEX <br /> � II II I q <br /> o I j it II FORMER MW-2 <br /> COMPLEX -14'15) <br /> 0 <br /> lFf PLANTER <br /> LEGEND: <br /> SOIL VAPOR EXTRACTION WELL TRASH <br /> ENCLOSURE <br /> GROUNDWATER MONITORING WELL <br /> APPROXIMATE GROUNDWATER FLOW <br /> DIRECTION AND GRADIENT FT/FT <br /> GROUNDWATER ELEVATION CONTOUR <br /> I (-14.54) GROUNDWATER ELEVATION (FEET) 0 15 30 <br /> 0 <br /> M REFERENCE THIS FIGURE IS BASED ON A "STYE PLAN" PROVIDED <br /> APPROXIMATE SCALE FEET <br /> BY ARCO, AND IS INTENDED FOR ILLUSTRATION ONLY FIGURE 1 <br /> DRAWN ERM <br /> a <br /> A <br /> SEC4R R <br /> FORMER ARCO SERVICE STATION #4932 <br /> v BF 16 EASE HARDING WAY <br /> International DATE 190CT2000 STOCKTON, CALIFORNIA <br /> IncorporatedRD GROUNDWATER ELEVATION CONTOUR MAP <br /> J55x <br /> 077.43283 702 MAY 8, 2001 <br />