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r <br /> II <br /> EXPLANATION i <br /> I I 4 <br /> Groundwater monitoring well (Deep Zone) <br /> Groundwater recovery well } <br /> (S=Shallow, I=Intermediate, D—Deep) ; <br /> 99.99 Groundwater elevation in feet <br /> referenced to Mean Sea Level <br /> Fence <br /> x - x x x <br /> Groundwater elevation contour, x x x xMw-5b (-6.67] <br /> dashed where inferred �MM++-5S —6 67 x � <br /> [99 99] Not used in contouring Station <br /> Building X Z 8 <br /> �f <br /> 000 <br /> !4 <br /> X 3� <br /> 04 <br /> Approximate groundwater / L C= �a t Gross N° o <br /> flow direction of a <br /> a+ (A <br /> gradient of 0 002 to 4 005 Ft./Ft. �� [-6,73] <br /> X I ca'i c cv <br /> MW-2 '� 112-Q J N <br /> [-7 14] --------1 W Mw-7b[-4 15] M o v <br /> MW-ao { Mw-7s —6 43 LLv 2 o v <br /> WAS q * Underground &^O;._ <br /> —6 72 1 �ge Tank 1' I C 0 a N <br /> MW-3x Z � � E <br /> 1 syo <br /> [-6 67] Hyo0 > <br /> J I ar—C4W �z <br /> ` Planter <br /> —7 41 Mw-as j 6 74] �+ <br /> [-7.42] Mwai <br /> Mw-Sp MW-1MW-Bb <br /> 7 51]——� �� r 7 43] MW-6 <br /> �\ <br /> WEST MARCH LANE <br /> a <br /> Ckz ' <br /> [-7.93]MW-10D ` [-7 43] I[-7 45] <br /> Mw-90 4 <br /> 7 76] � <br /> MW-1o1 MW-91 I C—N- <br /> -778 s ` —N <br /> —7431 0 50 k o <br /> Scale in Feet <br /> c� <br /> l a <br /> Source Figure modified from drawing provided by MPDS Sermes Inc ERI and Worrow surveying o <br /> I o0 <br /> i <br />