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f <br /> N <br /> b <br /> D+O <br /> IleI(W-12E 1iX419E <br /> HRo11E h 550 I C� <br /> a <br /> f, v b ' <br /> W -5_4- E Yos av�NVE a°a <br /> EX197' C G do 3 <br /> CANOPY +++ o <br /> + �w2 <br /> S' �` _ DISPENBER�I +++ V� <br /> 1[fr-9D ++ � <br /> 566 t <br /> 0 ` DRY <br /> + CLE,%M.s 4 <br /> _2 + .DIN <br /> BUIIG <br /> + Z x W <br /> ' -- O U) > Z <br /> + 5 + <br /> 1LW- <br /> + II <br /> ++ 1iW-7F 5 87 BUR <br /> LDIN I W w <br /> + rr LIW-1+ CONCRM r-a <br /> r <br /> a 3 <br /> In W <br /> LEGEND o U <br /> A H �� <br /> -li Ground Water Monitoring Well Location i� E- <br /> Mon <br /> 5 30 with reported ground water elevation <br /> 1i�-8E � p� � <br /> 5 82 C,e w <br /> 5 30 Ground water elevation contour line <br /> �r ; O <br /> e, +MW-1 <br /> Cr <br /> p Inferred ground water flow direction 4 <br /> and gradient >4 <br /> Existing Building Structure x <br /> aUEY <br /> Rose Diagram Showing Frequency of <br /> Historical Ground Water Flow Directions <br /> Mr--30E <br /> N <br /> 540 <br /> EXOTES ° sos° <br /> and 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'Iwater elevations of PRIMARY AQUIFER ground water (128 to 160 !t) <br />