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ELMWOOD AVE N <br /> EXISTING AND FORMER <br /> UNDERGROUND USED <br /> . OIL TANK r r _— M <br /> 0 20 40 <br /> R mmon <br /> SCALE IN FEET <br /> I <br /> AUTO <br /> AUTO SERVICE <br /> SERVICE <br /> I w <br /> I I > <br /> I I �Ma.15 I CD� _j � MW-7 �.�`0 z <br /> MW-4 ¢ (-8.19) -8.20 i (n <br /> (-8.07) ` I "0'4W-3 <br /> i <br /> _\ --8.88) 1 1 L,L_I <br /> aI a' <br /> 60 �� <br /> EXISTING UNDERGROUND \ C I g <br /> FUEL TANKS <br /> O I FORMER <br /> O� UNDERGROUND <br /> = I I FORMER I FUEL TANK <br /> Cl) i I DISPENSER <br /> I I I ISLANDS I �I <br /> s < I MW-2 I C <br /> I MW-6 MW-1 4i� <br /> (-7.91) (-8.14) <br /> PLANTER <br /> T 77,/) <br /> COUNTRY CLUB BLVD <br /> 1EGEND <br /> $ GROUNDWATER MONITORING WELL <br /> 0 DESTROYED WELL FIGURE 2 <br /> (-7-91) GROUNDWATER <br /> EET BOVEELLSE°NAMEN LEVEL POTENTIOMETRIC GROUNDWATER <br /> e -8.00 —GROUNDWATER ELEVATION ELEVATION CONTOUR MAP <br /> CONTOUR IN FEET ABOVE <br /> (CONTOUR INTERVAL-0.20 FOOT) OCTOBER 28, 1998 <br /> CALCULATED GROUNDWATER BP OIL SERVICE STATION NO. 11192 g <br /> o.00 GRADIENT DIRECTION AND 1403 COUNTRY CLUB BOULEVARD <br /> MAGNITUDE IN FOOT PER FOOT <br /> NOTE: STOCKTON, CALIFORNIA <br /> Potentiometric groundwater elevation con- <br /> PROJECT N0. 10-037 <br /> tours were generated with Quicksurf using <br /> the standard triangulation method with a <br /> continuous curvature on o square grid ALISTO ENGINEERING GROUP o <br /> surface. WALNUT ORE=-<, CALIFORNIA S <br />