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CAD File: Drawn By: Dote: Project Na. <br /> :\\0024301\00\01\00243010001-Ol.dw J. Estrada 02/28/05 0024301.00.01 <br /> San Joaquin River <br /> O Unocal O <br /> ASTs - - - - _ - <br /> tockto ubl'c Bel R ilro <br /> _ _ - - - <br /> d <br /> Transformer <br /> / .�', Farmer Liquid r- <br /> �fJ.,.( <br /> Covered Storage ., Tank Farm SS-2N !a[jj, Former Phosphoric • <br /> / SS-1 ruck Loodout LU.-n Acid Pump <br /> 5047 1 „ `�.,, _ _ff-0-000 � SBc7 I Former Anhydrous <br /> 00 0 OR 0.79 Ammonia Tank <br /> / 0 Oo -.e <br /> "'... „ and Pump <br /> O Dry-Bulk�`` .� 361 O-Cr .00 I-."O.."i <br /> Former Storage LJ Cooling <br /> Mixing ~`� Warehouse 0.71 SB-6 <br /> / Area 0.05 -lower <br /> j <br /> -,,Office - - +..'"� Truck Loadou <br /> / Dry Storage s '—{ —(--SS-3 E J`+70 <br /> 1' Underground <br /> Septic Tank <br /> Storage I Note: <br /> I Warehouse Offices I Ground water elevations were measured from <br /> temporary, one-inch wells and the contours <br /> should only be considered constructed esttan The <br /> temporary wells were bgswithand screened <br /> between 7 and 12 feet bgs with no sand pock. <br /> The wells were not developed and only allowed • <br /> to stabilize for approximately 20 hours before <br /> water levels were collected. <br /> LEGEND <br /> SS-1A Existing Soil Boring Location / Approximate Direction of Figure 2 <br /> SB-5• Soil Boring Location / Ground Water Flow <br /> SampiingLocations and <br /> 0.71 Ground Water Elevation, Approximate C Ground Water GrounorwaterGlaorientMap, January2005 <br /> Feet Above Mean Sea Level .✓" Elevation Contour <br /> (contour interval = 0.5 feet) Lesco, 117c.SS-1N Surface Soil Sampling Location _ Property Boundary <br /> ® Process Well 2829, 2835 West Washington Street <br /> Unlined Stormwater Drainage Pond 0 <br /> 80 Stockton, California 95203 <br /> Ham- Railroad Spur Approx. Scale (feet) - <br /> ERM 02/0.5 <br />