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W <br /> rn ! I <br /> PLANATION <br /> } � Groundwater monitoring well <br /> *MW-13 <br /> 181 1 9999 Groundwater elevation in feet <br /> referenced to San Joaquin Co <br /> Benchmark No UV-34 <br /> Groundwater elevation contour, <br /> �� �•9 dashed where inferred <br /> 90 <br /> [99 991 Not used in contouring <br /> cn � <br /> Ar <br /> o � <br /> Ar <br /> in <br /> w W <br /> ' w w w W w w <br /> MINGO WAY � - w !:SD-w SD W SD W SD*SD SD SD * SD SD SD o <br /> MW-111* � MW12 ` MW-14 ( N <br /> [2 36] 222 � 205 tlil;=w <br /> aD <br /> Approximate groundwater a c [ten <br /> 16 flow direction at a (D o <br /> 0 {� a Ln gradient of 0 002 to 0 003 FUR <br /> a Z c' g VY-0 <br /> 111 W v EO <br /> ?c U N <br /> LO woo OPP, <br /> rno W Uc) o CN <br /> 7�0 _�5a:�$�_ a�� � <br /> ml o <br /> 1 269 <br /> LIBBY LANE W— —�4o —�vlL` w W i Mw-B` j nnw-1st p <br /> Mw-10 2 85 Buil i <br /> 2 79 Mw 93 Concrete �� wS© W yIIYNODNA WAY o <br /> a v Cutter UNDERGROUND UTILITIES <br /> 291 ,� <br /> 294 *MW-7 D Storm dram cs' r <br /> MW-9 am I <br /> 2 97 Tank* AC 1 o yy Water � i o <br /> 2 96 MW-1 Pad Paving o <br /> a o o Manhole <br /> Forme Building �• sao <br /> 2 98 uSTS © Storm drain 10-"CD <br /> Mw-4 <br /> MW-3 <br /> W cn <br /> 2 97co <br /> w w w W W LO <br /> W W Y w W w W W is <br /> V <br /> w wo <br /> LOUISE AVENUE w <br /> I <br /> CD <br /> U3 d W <br /> -SD-SD-SD-SD ----o--SD-SD-SD SD SD SD o SD I80 r� <br /> 0 zea <br /> 3 <br /> Scale in Feet <br /> I <br /> Source Figure modified from drawing provided by Secor inter Inc Figure 2 dated 1FF92002 j <br />