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ti <br /> 1 <br /> B= NO <br />' {S) <br /> MW-6 T= NO <br /> E- NO B= ND 6= 3 9* I <br /> T= NO <br /> TPH NG= NO E= NO E= 0 61 LEG EN D <br /> ® M9�-10 1,2—DCA= 0 91 X= ND X= NO <br /> ' TPH—G= ND TPH—G= 270 - — FENCE <br /> 1,2—DCA 17 SP-6 Q5 Mw—i GROUNDWATER MONITORING WELLS <br /> CONCRETE ,+ SP-5 + MW-3 <br /> ' O NS " 090-1 APPROXIMATE SOIL BORING LOCATION <br /> 4 <br /> MW-13 AND NUMBER, DRILLED (2/14/90) <br /> (NS) ■CPT-1 APPROXIMATE CONE PENETROMETER <br /> i BORINGS AND NUMBER, DRILLED (5/18/99) <br /> BP * <br /> 2 3 + I A PZ-1 APPROXIMATE PIEZOMETER LOCATION AND <br /> T= NO NUMBER, INSTALLED (9/94) <br /> E= 0 77 <br /> ' TP ND FORMER DISPENSER +SP-1 AND RNUMBER,OXIMATE AIINSTA�EDE(66/95)LOCATION <br /> TPH—G= 240 <br /> O APPROXIMATE VENT WELL LOCATION <br /> VW-1 AND NUMBER, INSTALLED (6/00) <br /> ' FORMER 6,000—GALLON FORMER 6,000—GALLON I D APPROXIMATE AIR SPARGE WELL <br /> GASOLINE UST GASOLINE UST SP—'�` LOCATION, INSTALLED (3/02) <br /> REMOVED 4/1967 REMOVED 4/1987 <br /> ' •q APPROXIMATE BORING LOCATION <br /> AND NUMBER, INSTALLED (6/04) <br /> MW-4 FORMER 10,000—GALLON <br /> (NS) DIESEL UST ! t DETECTION MAY BE AN ANOMALY <br /> 1.11 ® REMOVED 9/1989 I NOT INCLUDED IN CONTOURS <br /> B= ND NO + (ND) CONCENTRATION NOT DETECTED <br /> E= NO } ABOVE METHOD DETECTION LIMIT <br /> X= ND G F— (NS) NOT SAMPLED <br /> ' TPH—G= NO • Y <br /> D• L — — — ® C SP—2 + M9P-12 <br /> F 1 F � r= s s MW-7 0 ®F T= NO 0 MW-8 ®CPT-1 <br /> - - — — — — —� E= NO ' <br /> E= 61 6= NO I <br /> 90-2� X= NOI T- 32 TP NO T= NO <br /> T= NO TPH—G= 160 J <br /> B �90-1 TPH—G= 1,200 E= NO C <br /> b�lY-1 E= ND 1,2—DCA= 2 4 X= NO <br /> ' B= 180 SP—q X= 30 TPH—G= D <br /> T= 57 SP-1 B= 1,700 TPH—G= 1,2Q0 1.2—DCA= 83 <br /> E= 290 A T= 200 DIPS= 49 <br /> X= 1,700 E= 660 1 2—DCA= 15 <br /> MW-9 TPH—G= 12,000 • VW-1 X= 2,700 <br /> ' (NS) 0MW-2 PZ-2 E B= 110 TPH—G= 20,000 <br /> DIPE= 61 <br /> (NS) T= ND PZ-1 <br /> E= 61 B= 1,800 B= NO B= 23 <br /> ' X= 180 T= 21 MW-5 T= NO T= 18 <br /> TPH—G= 9,400 E= 610 E= NO <br /> E= NO � <br /> X= 400 X= ND X= 74 <br /> TPH—G= 12,000 TPH—G= NO mW-11 TPH—G= 690 <br /> DIPE= 55 1 2—DCA= 0 88 <br /> PROPERTY <br /> ' BOUNDARY o 30 <br /> F1=ET <br /> TRE DWN DES PROJECT NO 62400145 <br /> ti GROUNDWATER SAMPLE ANALYTICAL RESULTS (ug/L) TMM PEA 2651 s Airport way <br /> CHKV APPD Stockton, CA 95206 <br /> • �' _ OCTOBER 2004 MAL <br /> ��3/10/05 RVFIGUREFIGURE 4 <br />