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i <br /> � m � <br /> MW-11E MW-13E 40 e <br /> ' 498 497 <br /> MW-12E j„-+ V, p <br /> i <br /> 494 O v <br /> 4g0 ; o <br /> i53-2YOSEMITE AVENUE M <br /> 0--4- W-4 <br /> CANOPY + <br /> J 1 <br /> 485 + DISPENSER � N <br /> MW— D u= <br /> r W <br /> 494 + <br /> ' MW-2 +• DRY <br /> LEANERS E <br /> ++ BUILDING O <br /> xwQ, <br /> MW-5 + <br /> +*+ <br /> MW-6 <br /> a <br /> ' + MW-7E 4 B6 EXISTING E <br /> ++++ BUILDING Q W O <br /> +++ EW-1 CONCRETI <br /> LEGEND <br /> Q � <br /> ' MW-11 W O <br /> Ground Water Monitoring Well Location <br /> � ca <br /> 4 �� with reported ground water elevation z W <br /> 485 MW-8E O E— <br /> \+ <br /> 491 <br /> t 4 90 Ground water elevation contour line <br /> P4 <br /> $ a <br /> MW-1 <br /> 0 Inferred ground water flow direction CQ <br /> CQ <br /> ' and gradient <br /> a <br /> Existing Building Structure <br /> a <br /> ALLEY <br /> ' Rose Diagram Showing Frequency of <br /> Historical Ground Water Flow Directions <br /> 4 80 <br /> 1 <br /> 1 <br /> MW-10E � <br /> 477 1V 1�T <br /> 0 T ES SCALE <br /> 0 30 BD <br /> round water monitoring data collected on 04 OCTOBER 2004 <br /> ' All units reported as feel relative to mean sea level T <br /> Ground water elevations relative to City of Manteca Benchmark Datura no 48 <br /> Ground water elevations of PRIMARY AQUIFER ground water (128 to 160 ft) <br />