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13.21 _ Septic H <br /> � W <br /> 0 MW _-6 C_ —I Tank W <br /> 13.20 H <br /> 13.18 Cl) <br /> Office Dispenser <br /> Is d X <br /> Waren use 13.12 <br /> 13.16 <br /> 13.14 IT"g <br /> 13.12 0 T-8 I , <br /> 13.18 W-1 13.12 /J <br /> 13.09 <br /> �13I MW-3 <br /> T-1iT-2 i-3 iiT <br /> �_50b IIII 7 <br /> MW- �, / \/�/ I <br /> 13.16 13.14-13.12 <br /> MW-5 I <br /> 13.17 13.12 1 Gas <br /> 1 Line <br /> F STREET NOTES <br /> Site sketch after Nations <br /> LEGEND Groundwater Associates Site Map <br /> MW-1and Aegis Environmental, Inc. Site Map <br /> Monitoring Well <br /> ..�� Groundwater Contour All Locations Are Approbmate <br /> Underground Storage Tanks <br /> Approbmate Direction of (T-1) 10,000-Gallon Diesel <br /> Groundwater Flow (r-2) 10,000-Gallon Gasoline <br /> 14.05 (T-3) 10,000-Gallon Gasoline <br /> Groundwater Elevation (T-4) 10,000-Gallon Gasoline <br /> (T-5) 10,000-Gallon Gasoline <br /> (T-6) 10,000-Gallon Diesel <br /> (T-7) 10,000-Gallon Diesel <br /> (T-8) 350-Gallon Kerosene <br /> (T-9) 350-Gallon Cleaning Solvent <br /> Contour Interval=0.02 ft 0 30 60 <br /> Hydraulic Gradient=0.001 fttft <br /> Appro)amate <br /> Scale <br /> 1"=30' <br /> DRAWN BY: T. E. Ballard Potentiometric Surface Map FIGURE <br /> DATE: 1119/94 01/25/95 <br /> REVISIONS 3 <br /> APEX Moore Petroleum <br /> E N V I R O T E C H,INC. 5491 F Street PROJECT <br /> NUMBER: <br /> Banta, CA ERA02.004 <br />