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500 gpm 8" Weft <br /> Well 4 <br /> \� 1 <br /> � t <br /> \ r <br /> r <br /> r <br /> \ 1000 0 E <br />• <br /> r z 8' Domestic <br /> 1 0 2000 m�Well <br /> Wel <br /> STEEL �� <br /> '.BUILDING EXPLANATION <br /> (MAFENANCE) <br /> `\ i {3H i SOn Boring <br /> �, B-3/MW— Sol Boring/Monitoring Well <br /> oq d Maintenance r a <br /> 3� Shop `� Ir BP-3 �� Backhoe Pit <br /> M <br /> 8 6765, ` r <br /> 7 Ss <br /> 87 4S_ ` �—1/��W� (B73�3)W-4 (67 73) Elevation Of Groundwater, <br /> �•� �� (D Line <br /> Datum Is Mean Sea Level <br /> BH-3 � �''��� _ Line Of Equal Elevation Of <br /> s <br /> B-2/MW-3 I BP �6js5 7S� Groundwater, Datum Is <br /> 1 BH-2 • Mean Sea Level <br /> (67 45) C== s —� cj Cavity <br /> • <br /> BP-4 4 1_87 s5 Direction of Groundwater <br /> Flow As Evaluated By <br /> �— � RESNA (July 16, 1993) <br /> BP-2 � /M <br /> 'B- 1 W-2 4s <br /> (67 40) i Evaluated Gradient <br /> 30 1 0 30 60 <br /> • <br /> Apprfxlmate Scale (feet) <br /> Working Pit t30 Feet Below <br /> Maintenance Shop <br /> SITE BENCHMARK <br /> • ELEVATION =155 07' <br /> SETT REBAR 8 FEET <br /> SOUTHERLY AND 8' <br /> EkSTERLY OF SOUTHEASTERLY <br /> Source Map modified from map provided CORNER OF BUILDING <br /> by TOM 0 MORROW INC <br /> POTENTIOMETRIC MAP (July 16, 1993) PLATE <br /> M <br /> Ifillium, ���� A i A. Telchert & Son 4 <br /> 29099 South McArthur Road <br /> Tracy, California <br /> PROJECT NO. 123009 3009A8A <br />