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CAD File: Drawn By: Dote: Project No. <br /> 0052622 02 005262202-02.dw J. Estrada 10/02/06 0052622.02 <br /> ._. ._. ._ <br /> —' OUnocal O <br /> ASTs Sto o bl'c Bel' ilro d <br /> / 0.91 Lined Drainage Pond -0.29 <br /> SB-90 Trcnsformer- <br /> Former Liquid 0.55 <br /> Tank Farm Former Phosphoric <br /> Covered Stotoge �u Acid Pump <br /> Truck Loadout <br /> OSB-15 <br /> / 1.18 O a"o>o Former Anhydrous <br /> SB-11O/ C0 Ammonia Tank <br /> / 1.63 0 0 J 0 (Oland Pump <br /> 0 0 <br /> -12 Dry-Bul, � `) Coolin <br /> Forr.�er Stoare .rye/13 <br /> .360 Z.:Ig Warehouse SB-17 Tower <br /> Area <br /> Diy Storage Cities - - 0 - _ -0..47 1 <br /> 1 1� jr SB-16 Acces <br /> �— n e0.14 Road s <br /> round - <br /> / B-13 (-- _ _ Septic Tank - <br /> (/ 1. 25 0 <br /> 0 Truck Loadout <br /> Q SBI Notes: <br /> NM <br /> Ground water elevations were measured from <br /> temporary, one-inch wells and the contours <br /> storage should only be considered estimated. The <br /> temporary wells were constructed and screened <br /> warehouse `Offices - - between 7 and feet bgs with no sand pack. <br /> � The wells were allowed to stabilize for <br /> approximately 40 hours before water levels <br /> SB-19 were collected. <br /> SB-18 008 Site features (buildings, etc.) were not surveyed <br /> (DL <br /> NM _ - - - so therefore site layout should be considered <br /> L <br /> approximate. <br /> LEGEND Figure 3 <br /> SB-80 F°°mty ,mwuges. Spit a dng Ltt°tlons NM Not Meaeurtd Fac11141117vestig8tio17 Sampling Locations and <br /> O Stoandmin tuceone (appmdmate) —___ Property Boundary <br /> Groundwater Gradient IVaO, ✓u/y 2006 <br /> 1,18 amu hater Elevo[bn, Feet slava moon Rallrood Spur <br /> Lesco, /nc. <br /> GrcuP d We.,noeti°n of <br /> 2829, 2835 Wast Washington Street <br /> Approelmate GmWater pemtbn 0 60 /� <br /> contour. meed an YvoeuremeM from 28 StOC/(tOn, California <br /> out, 200e (comour Interval - 0.5 feet) Approx. Scale (feet) <br /> ERM 10105 <br />