Laserfiche WebLink
1 <br /> 13.13 <br /> r Septic W <br /> �MW-6 C- _ Tank w <br /> � w � <br /> 0 5?, CP <br /> a� <br /> o Office Dispenser = <br /> H <br /> Estinertl olnetfon or Island X <br /> cirountlwatw Flaw <br /> ❑ I JT-9 i <br /> 13.00 T-a <br /> M1� N MW-4 13.07 , I <br /> 13.01 <br /> d <br /> �T-1 IT-2 i!T-3 I T-4 r_5 7-6 I E�7 i MW-3 <br /> 13.15 <br /> I N <br /> l� <br /> �..- <br /> EXPLANATION F STREET NOTES: <br /> Site sketch after Nations <br /> Groundwater Associates Site Map <br /> Groundwater Monitoring Well and Aegis Environmental, Inc. Site Map <br /> 13.13 Groundwater Elevation All Locations Are Appro)dmate <br /> (n feet above mean sea level) <br /> Underground Storage Tanks, <br /> Potentiometric Surface Contour Line (T-1) 10,000-Gallon Diesel <br /> (r-2) 10,000-Gallon Gasoline <br /> -- Product Piping (T-3) 10,000-Gallon Gasoline <br /> (T-4) 10,000-Gallon Gasoline <br /> (r-5) 10,000-Gallon Gasoline <br /> (T-6) 10,000-Gallon Diesel <br /> Contour Interval = 0.05 ft (T-7) 10,000-Gallon Diesel <br /> Average Hydraulic Gradient = 0.0026 ft/tt (T-8) 350-Gallon Kerosene <br /> (T-9) 350-Gallon Cleaning Solvent <br /> 0 30 60 FEET <br /> Apprmdmate <br /> Scale <br /> APEX ENVIROTECH, INC. Potentiometric Surface Contour Map FIGURE <br /> January 14, 1994 <br /> " T. E. Ballard BATE. 01/19/94 Moore Petroleum 4 <br /> REVISED pATE� 5491 F Street <br /> 8 Y: PROJECTNUMBER: <br /> ByvlEwEo D I. Sheeks DATE- 02/0" 4 Banta, CA l~RA02.004 <br /> a <br />