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I <br /> EXPLANATION <br /> I B-5 <br /> • Soil Boring <br /> ring <br /> KETTLEMAN LANE B-19/Mw-4 MolnitBo�ng well <br /> 1 i po {o° PB-8/ <br /> tl° <br /> 'Po <br /> /QI f0 '1° /p VW-3 <br /> i i / <br /> I DRIVEWAY Zr z 941VEWAY <br /> Wel I <br /> B-17/ 13MW-308) °° ° Forme <br /> B r <br /> /f° ° Vapor ots <br /> Cr5::] Forme Underground Product <br /> B-6/ B—1 3/VW-5 Storag� Tanks <br /> —1 f / O�� <br /> 7New <br /> T2 6,000—GallonTi lllnUnleadeddGasollinee <br /> TEL \ � PU / / T3 4,000—Gallon Regular Gasoline <br /> BOOTH & \\ VW_3 �O? / �/ T4 4,000--Gallon Regular Gasoline <br /> PAD \ / / T5 6,000—Gallon Super Unleaded Gasoline <br /> \ <br /> B-15/ ®B-9 (0 61) elevation Of Groundwater, <br /> B— <br /> Vw— ! * ❑turn Is Mean Sea Level <br /> C�� \ / B-4 <br /> ine of Equal Elevation of <br /> T1 $-1 �o�` : O40 _ roundwater <br /> rri Op `♦ g � / / � � � <br /> RESTAURANT C0 O\ 6 T2 ] / % u} �C erection of Groundwater <br /> rri <br /> I� PARKING O \ S 6on flow As Evaluated By <br /> x 20\ \\ o i8wldmg ESNA (October 27, 1993) <br /> \ T4] / > <br /> v D / = Evaluated Gradient <br /> T5 B-!�l 2/VW-4 <br /> 8-16 MVT`— X X <br /> B-3 B-11 <br /> +B-19MW-4 <br /> PLANTER EDGE OF PAVING AT GUARD RAIL (TYP } <br /> I Septic <br /> Feld <br /> C = - C:3 Existing Underground <br /> _ Septic Tank DIRT AREA <br /> 6' CHAIN LINK FENCE <br /> X x x x x x x x x x <br /> Approximate Property Boundary <br /> 30 0 30 60 <br /> Source Map modified from map provided <br /> by Tom 0. MORROW INC. Approximate Scale (feet) <br />`!y —_ POTENTIOMETRIC SURFACE MAP tOctobeir 27, 1990 : PLATE <br /> �� ■T■r� f ARCO Service Station No. 2076 <br /> AM <br /> 800 East Kettieman Lane 3 <br /> PROJECT NO, 30008 <br /> FILE <br /> Lodi, California <br />