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I <br /> 4 <br /> • =N D <br /> T=ND <br />' NS_6 X=ND <br /> TPH—G=ND B=ND B=ND <br /> 1,2--DCA=ND T=ND T=ND LEGEND <br /> Q MW-10 E=ND E=ND <br /> _ X=ND <br /> TPH G=ND ND <br /> TPH—G=210 I X FENCE <br /> 1,2—DCA=1 5 SP_6 0MW-1 GROUNDWATER MONITORING WELLS <br /> CONCRETE + SP-5 + 0 NS—3 8 APPROXIMATE SOIL BORING LOCATION <br /> 90-1 <br /> MW-13 AND NUMBER, DRILLED (2/14/90) <br /> • NS ■CPT—1 APPROXIMATE CONE PENETROMETER <br /> SP-4 BORINGS AND NUMBER, DRILLED (5/18/99) <br />' <br /> B=ND + A PZ_ APPROXIMATE PIEZOMETER LOCATION AND <br /> T=ND 1 NUMBER, INSTALLED (9/94) <br /> E=ND <br /> X=ND +SP-1 APPROXIMATE AIR SPARGE WELL LOCATION <br /> ' TPH—G=250 FORMER DISPENSER AND NUMBER, INSTALLED (6/95) <br /> 0 _1 APPROXIMATE VENT WELL LOCATION <br /> AND NUMBER, INSTALLED (6/00) <br /> ' FORMER 6,000—GALLON FORMER 16,000—GALLON ` A APPROXIMATE AIR SPARGE WELL <br /> GASOLINE USTSP—A <br /> REMOVED 4/1987 GASOLINE UST � LOCATION, INSTALLED {3/02} <br /> / REMOVED 4/1987 •A APPROXIMATE BORING LOCATION <br />' AND NUMBER, INSTALLED (6/04) <br /> MW-4 FORMER 10,000—GALLON <br /> NS DIESEL UST * DETECTION MAY BE AN ANOMALY <br /> i <br /> 0 REMOVED 9/1989 NOT INCLUDED IN CONTOURS <br /> 31'-3 + 1 (ND) CONCENTRATION NOT DETECTED <br /> B=ND ABOVE METHOD DETECTION LIMIT <br /> T=ND <br /> E=ND G L — �J (NS) NOT SAMPLED <br /> X=ND • <br />' TPH—G=ND D• L — — , • C SP-2 �+ QIB=ND 2 <br /> r — — r — B=ND I •F T=ND I <br /> T=ND E=ND MW-8 / E CPT-1 <br /> L - - - - - _ J E=11 11 32 X=ND B=ND <br />' 90-2� X=16 T=2 9 TPH--G=120 T=ND <br /> B 0-1 TPH—G=2,300 E=2 3 1,2—DCA=3 4 E=ND <br /> mw_lX=2 0 X=ND <br /> B=180 SP—A 0 SP—.t TPH—G=980 TPH—G=ND <br />' T=29 B=1,500 I DIPE=67 1,2—DCA 6 8 <br /> E=400 A T=4001,2—DCA=15 <br /> 0 X=2,100 E=760 <br /> NS-9 0 TPH—G=13,000 PZ-2 • VW-1 X=3,500 TBA=B 6 <br />' MW-2 1,2DCA=3 4 6=110 E TPN—G=22,000 <br /> NS T=73 DIPE=ND G <br /> E=150 =1,700 <br /> BB=45 <br /> X=670 B , T=ND <br />' <br /> TPH—G=8,300 T=60 E=2 7 E=380 X=5 0 <br /> X=680 TPH—G=1,900 <br /> TPH—G=7,000 I "-11 <br /> DIPE=38 ,r <br />' MW-5 <br /> B=ND <br /> T=ND <br /> E=ND PROPERTY <br />' TPH DG=ND BOUNDARY 0 30 <br /> 112—DCA=O 65 FEET <br /> ' TME I mm DESPROJECT W 62400145 <br /> GROUNDWATER SAMPLE ANALYTICAL RESULTS (ug/L) TMM MAL 2651 S Airport Way <br /> cr+Ko- 0 Stockton, CA 95206 <br /> JANUARY 2005 PEA <br /> DATE <br /> "8/19/05 m0 FIGURE 4 <br />