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1 <br /> EXPLANAMN <br /> MW-13 <br /> . <br /> 311 CA $ Groundwater monitoring well <br /> v <br /> 9999 Groundwater elevation in feet <br /> referenced to San Joaquin Co. <br /> Benchmark No. W-34 <br /> 9 g9' Groundwater elevation contour, <br /> dashed where inferred <br /> [99.99] Not used in contouring <br /> v <br /> –�-sem-- o w so w �o w w w w -W—W— w w w <br /> MINGO WAY MW-11 SD SD 3.29 SD SD `TSD <br /> . D SD <br /> MW-12 � Approxtmote groundwater <br /> [2.29] •� `` MW-1420 <br /> { N flow direction at a 0 <br /> ` gradient of 0 0008 to 0.001 �t./Ft. <br /> CL <br /> 3cn <br /> `���� <br /> � n <br /> M 1p � � �U cV <br /> to <br /> _ W p0 O N <br /> CL <br /> Env F- Q <br /> S <br /> LIBBY LANE yy yy w �� _ 3.48 <br /> MW-10 MW-6 MW-13 I <br /> 5.52 <br /> * 3.55 auadatg `�'`���� v L <br /> MQ-5O Concrete wSD w WYNOD <br /> 363 3.60 NA WAY <br /> 3 <br /> BO r ft-ft� UNDERCf�OUND UTILRIES $ <br /> �� <br /> � Mw-s ��.*�w�r <br /> MW-9 3.54 Tank# D Storm drain <br /> 3.64 g MW-1 Pad Paw W Water <br /> Ln <br /> 69 usra iuktng o Manhole <br /> v <br /> 370— �� c Storm drain _ <br /> MW-3 <br /> 3.6 • <br /> N <br /> w w w w w w w w w w w ww yy w in <br /> V 6a <br /> LOUISE AVENUE gS <br /> -SD-S[)-SD-SD 0 SD-S ~ <br /> SD-SD-SD-SD-----(:L;-V- -SD _N_ <br /> Cz o <br /> 3 82 s o so <br /> 10 nij <br /> ao <br /> Source Figure muddied from&MIM pronged by Se=Iter I= Figure 2. doted 1FEBM0 <br /> 1 <br /> i Scale in Feet 00 0 <br />