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ASHOWROOM <br /> t.ii ._ 3 <br /> HL-6 p ,5C]F''_5 <br /> SI3 5 1 <br /> HL-4 C1 - - -- <br /> 0 15 30ft <br /> A „. <br /> ®MW-4 1 <br /> SERVICE BAYS <br /> A rI;C:.I% A • <br /> ‘i <br /> STORAGE/PARTS WAREHOUSE <br /> r— 2,000 ;;.5 <br /> ♦ 1 <br /> 1490 <br /> It CI HL-2 10)) <br /> PA t, ( <br /> 6/8/1999 "‘ , <br /> I , I <br /> —== e <br /> SB-19 0 8.7'" 2,000 ,c.B. <br /> HL-� ,HL-3 0S9-19 <br /> I 6(118/2,01999 <br /> 0) 1 <br /> � <br /> PARTS e <br /> WAREHOUSE <br /> (BUILDING 2) <br /> USED <br /> CAR 1 <br /> SALES <br /> (BUILDING 3) <br /> ADDITIONAL •MW-5 1 <br /> VE ICLE WASHING AREA ,1 <br /> LEGEND <br /> ——APPROXIMATE SITE BOUNDARY 2,000 TPHo SOIL ISOCONCENTRATION CONTOUR <br /> FENCELINE DASHED WHERE INFERRED <br /> x— — ——MTCA SITE BOUNDARY (14,900) TPHo VALUE AT SAMPLE LOCATION,IN MILLIGRAMS PER KILOGRAM <br /> A ABOVEGROUND HYDRAULIC LIFT — — — — —PROPOSED APPROXIMATE EXTENT OF EXCAVATION <br /> ® STORM DRAIN <br /> co C::] REMOVED USTs <br /> O • MONITORING WELL LOCATION <br /> co <br /> • SOIL BORING LOCATION(GEOTECH CONSULTANTS,INC.,1994) <br /> c <br /> < GI SOIL BORING LOCATION(GEOTECH CONSULTANTS,INC.,1996) <br /> o ® SOIL BORING LOCATION(FLUOR DANIEL GTI,1996) EVERETT CHEVROLET <br /> o El SOIL BORING LOCATION(THE IT GROUP, 1999) EVERGREEN WAY <br /> EVE EVERETT,WASHINGTON <br /> Z 0 SOIL BORING LOCATION(ECC,2008) <br /> 0 © SOIL SAMPLE LOCATION(ECC,2008) BUILDING 2 PROPOSED <br /> 0-3 <br /> El SOIL BORING LOCATION(ECC,2010) SOIL EXCAVATIONS <br /> N. 0 SOIL BORING LOCATION(EEC,2011) <br /> co 0 EXCAVATED SAMPLE LOCATION <br /> co <br /> co <br /> N- <br /> SCALE:AS SHOWN FEBRUARY 2013 <br /> FIGURE 4 <br />