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500 gpm <br /> �We11 �6" Well <br /> \ 1000.0 E <br /> N W <br /> O � <br /> 1 U <br /> z 8" Domestic <br /> 2000 �Prn%`Well <br /> Weld\'- <br /> O �- <br /> Y <br /> c \ STEEL <br /> BUILDING - - EXPLANATION: <br /> (MIENANCE) <br /> �t BH-2 Soil Boring <br /> B-3/MW-4 <br /> 0 Soil Boring/Monitoring Well <br /> 00 � Maintenance p <br /> 3� Shop 9 <br /> M BP-.3 <br /> F-71 Backhoe PTt <br /> $5`� ` B-,3( W-4 (67.73) Elevation Of Groundwater; <br /> Datum Is Mean Sea Level <br /> SH 3 __� Line Of Equal Elevation Of <br /> B-7./MW-3 I BP- �!6, Groundwater, Datum Is <br /> {67.45) ��� I •8H co'- Cavity B)s` Mean Sea Level <br /> BP-4 �r FDirection of Groundwater <br /> Flow s <br /> d By <br /> RESNA (July 16, 1993) <br /> BP-2 <br /> (67.40) i Evaluated Gradient <br /> 30 0 30 60 <br /> Approximate Scale (feet) <br /> Working Pit ±30 Feet Below <br /> Maintenance Shop ) <br /> SITE BENCHMARK: <br /> ELEVATION -155.07' <br /> SET RE13AR 8 FEET <br /> SOUTHERLY AND 8' <br /> EASTERLY OF SOUTHEASTERLY <br /> Source: Map modified from map provided CORNER OF BUILDING. <br /> by TOM 0. MORROW INC. <br /> ��v� POTENTIOMETRIC MAP (July 16, 1993) PLATE <br /> & A. Telchert & Son <br /> 29099 South McArthur Road .3 <br /> PROJECT NO. 123009 "�N0 <br /> 3009A8A Tracy, California <br /> 5 <br />