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_ I <br /> 3 <br /> I� <br /> b � � <br /> f' <br /> N li w <br /> Q I <br /> MW-11B y 9 MW5 5-12B 9 MW-913B W <br /> 156 <br /> 634 0 <br /> LUMM Avs= �c� <br /> EAST C G& s <br /> ' -4 + + <br /> MW-9 CANOPY +++ ros <br /> j <br /> DISPENSER +,+ ++ <br /> )(WS 72A «+ <br /> 0 W <br /> +* DRY CLEANER'S <br /> + IN <br /> + BUILDG <br /> 1 ' s O <br /> + <br /> �' <br /> 5 + <br /> � <br /> MW-7 i <br /> MW-S� d' <br /> B S 68 HEU G w 0 <br /> I <br /> '++ EW-1+ CONCRETE W <br /> co � wU <br /> LEGEND <br /> wow <br /> MW-7B Ground Water Monitoring Well location 0 U <br /> ' <br /> 558 `� <br /> with reported ground water elevation + (n H <br /> Mor-aB toW <br /> S 4D Ground water d televation contour line 566 N �' W <br /> ' <br /> -1 0 <br /> ' Inferred ground water flow direction <br /> and gradientSir <br /> w <br /> I <br /> E [ST FENCE I r. <br /> ' Existing Building Structure <br /> s <br /> &o <br /> ALLEY <br /> Rose Diagram Showing Frequency of <br /> Historical Ground Water Flow Directions <br /> `s l <br /> so <br /> MW--10H { N <br /> 545 <br /> CMA <br /> OTES 0 ' so ao <br /> ' ound water monitoring data collected. on 18 August 2003 , p� <br /> All units reported as feet relative to mean sea level <br /> Ground water elevations relative to City of Manteca Benchmark Datum no 48 <br /> Ground I Water elevations of SECOND ZONE ground water (58 to 92 ft) <br />