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11 <br /> 7 . 3 MW- 25 7 . 4 � MW 267 . <br /> 6 7 . 51 17 . 6 <br /> 7 . 3 7 . 5 <br /> 7 . 2 <br /> S80, <br /> 1 FLGW = 0 . 0016 <br /> 1 MW- 4 x 1 <br /> MW- 8 CONCRETE <br /> � 7 . 3 cuRB <br /> 7 . 4 <br /> r z <br /> & GUTTER <br /> MW <br /> � <br /> 7 . <br /> *MW- 8 <br /> MW- 7 <br /> MW- 20 7 . 6 <br /> 7 . 2 7 . 4 MW - 21 <br /> 7 . 1 MW- , <br /> MW-24 7 . 3 x-7 . 3 MW - 13 MW -23 7 . <br /> MW-9 <br /> 7 . 1 W - 15 MW- 1 - _ MW- 22 7 , <br /> MW- 1 <br /> MW- 3R 7 �4 <br /> 7 . 31 11 <br /> X � <br /> N <br /> co MW- 16 MW- 17 Q� ..I 7 . 6 <br /> MW- 6 <br /> 0 0 7 . 1 BUILDI H „ 7 . 5 <br /> 7 . 0 ��, zo <br /> x <br /> F�O� - 5 Z <br /> - 10 MW- 12 <br /> 7 . 0 x <br /> MW- 1 <br /> 7 . 4 J 7 . 5 <br /> 7 . 0 7 . 1 7 , 2 7 . 3 7 . 4 <br /> -�� FENCE �� <br /> i� k X, X X + <br /> _ <br /> CONCRETE CURB <br /> & GUTTER _ _ � \\ <br /> LEGEND <br /> LARCH ROAD <br /> Shallow Well <br /> 0 20 40 80 120 Deeper Well EDGE OF <br /> N IIIIIIIIIIIIIMIN June 2008 PAVEMENT <br /> SCALE IN FEET <br /> BEA, Inc. Groundwater Gradient Map FIGURE <br /> Revised 04- 19-07 by Frontier Transportation , Inc . 3 <br /> Morrow Surveying 425 Larch Road , Tracy, CA <br />