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N � cc <br /> UW-11D 4 10. ESLST C G de S MW-12D -13D 0 d5 <br /> 628 550 S 55 1, <br /> � a <br /> `5-4`3- E Y <br /> i <br /> �i <br /> MW CG& s 1/ <br /> CANOPY 11 "+ <br /> CO <br /> sw OcE- <br /> 0 666 ++ f!) <br /> " + DRY <br /> o + CLFAN t'S <br /> BUILDING <br /> Mx-s z z <br /> +++ MW%D�557 IMSTING 3 0 , ' <br /> + + BUO DING r <br /> +++ Lrw_x CONCRETE a <br /> LEGEND wU <br /> MW-7D Ground Water Monitoring Well Location � PLO <br /> 557 with reported ground grater elevation � � Ca <br /> rte-] MR-BD+ A U)H <br /> 5 50 Ground grater elevation contour line 6 83 1� W <br /> Inferred ground water flow direction CD <br /> s z <br /> N <br /> '' <br /> and gradient , O d <br /> a <br /> o <br /> ' Existing Building Structure - <br /> x <br /> H <br /> Rose Diagram Showing Frequency of <br /> Historical Ground Water Flour Directions <br /> so <br /> Mur-ton <br /> OTES 5&1 N <br /> SCALE <br /> i 1 , <br /> '®round crater monitoring data collected on 18 August 2003 0 W tl0 <br /> All units reported an feet relative to meals sea level � <br /> ' � � P'BP'7,' ti <br /> Grounds grater elevations relative to City of Manteca Benchmark Datum no 48 <br /> Ground grater elevations o1 THIRD ZONE ground water (102 to 120 ft) <br />