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7 . 4 <br /> MW-25 5 <br /> 7 . 4 <br /> 7 . 3 y <br /> �0� iGO� + ti <br /> 0 <br /> F a3 �` Yp0 b po <br /> MW- 4 4j 7 . 6 <br /> MW _ 8 COVC E <br /> 7 . <br /> CJ 3 <br /> MWr2 I <br /> a <br /> MW- 1 <br /> Iv1'w - 7 <br /> MW- 20 <br /> rAW- 21 <br /> 4 7 . 6 <br /> 7 . 2 7 , <br /> T . =i MW- 13 ti� <br /> MW-24 NiMW-g <br /> - 15MW - 14 MW- 22 7 . : <br /> MW-3R <br /> 7 . 3 7 . 4 <br /> W- 16� M - <br /> 1l <br /> O 7 . 2 BUIL NO Q = ' NW'- 5 <br /> c' F� 7 . 5 <br /> W U' <br /> � I � <br /> 71 7 . 1 MW- 5 x Z <br /> 7 . 1 M 0 W - 12 <br /> 7 . 1 FLO DUE W ST 7 . 4 MW- 11 <br /> 7 . 1 1 = 0 . 003 <br /> 7 . 2 7 . 3 <br /> 7. X FENCE �..,'7 . 4 <br /> CONCRETE CURB & GUTT=R <br /> LARCH ROAD LEGEND <br /> $ Shallow Well <br /> 0 20 4c 80 120 Deeper Well EDGE CF <br /> N PAVEMENT <br /> SCALE IN FEET March 2008 <br /> IAEA, Inco Groundwater Gradient Map FIGURE <br /> Revised 04- 19-07 by Frontier Transportation , Inc . 3 <br /> Morrow Surveying 425 Larch Road , Tracy, CA <br />