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RAILROAD TRACKS ' X <br /> X_x_x <br /> X X x x <br /> ' x <br /> x I CPT 9 1!26108 <br /> —x X x X X X X X I 71 78 <br /> T TPHG 156 0 0 LEGEND <br /> — — ' X B <D 50 <0 54 <br /> CPT 2 1125108 X I 1050 1050 GROUNDWATER MONITORING WELL <br /> L -- — � MTBE <br /> 73 83 95 112 126' 1 2 DC <1 0 410 <br /> AIR SPARC;EWELL <br /> TPHG 51 150 150 450 180 I <br /> B .050 <0 50 <0 50 <0 50 40 50 I I ASPHRLTI MW-4 3117 x VACANT ❑ ABANDONED MONITORING WELL <br /> MTBE <0 50 <0 50 <0 50 4050 <O 50 X ALT I PAVING I, I LOT <br /> 1 2 DC 19 1 3 41 0 <1 0 <1 0 PAVING ; l � APPROXIMATE LOCATION OF VAPOR EXTRACTION WELL <br /> TPHG 150 j <br /> FORMER I B <0 50 X 381 APPROXIMATE SOIL BORING LOCATION <br />' X { SHOP I MTBE <0 50 ®1 2 DCA NA APPROXIMATE CPT BORING LOCATION <br /> MW 5 3/16 ) <br /> ONCRIETE <br /> F UNDATION I MW 10 311819 I 1128106 DATE SAMPLED <br /> TPHG 150 R MAINING) i MW 4 x 94 SAMPLING DEPTH IN FEET BGS <br /> FENCE x MTBE 081] I TPHG <50 t TPHG <56� TOTAL PETROLEUM HYDROCARBONS ASGASOLINE <br /> INµ91L <br />' I B -050 i FENCE B <0 50 BENZENE INµ91L <br /> 1 2 DC NA I I MTBE 40 50 40 5q METHYL TERTIARY BUTYL ETHER INµ9fL <br /> VACANT <br /> LOT x ❑ I I 1 2 DCA NA ? X MW 11 3!16!9 1 2 DCA `1 0) 12 DICHLOROETHANE INµ91L <br />' CPT 1 1127MG l MW 5 I I CPT-6 112910 INA=NOT ANALYZED <br /> 68 72 93 111 121 l Iff <br /> TPHG 450 150 150 150 <br /> l TPHG 150 x GATE TPHG 150 B 4050 <br /> <0 50 x I J } g MTBE 40 50 <br /> B 4050 <050 4050 -050 GATE L — — - <br />' MTBE 40 50 <0 50 40 50 -050 I FORMER MTBE 4050 ` 1 2 DC NA Si <br /> 41 0 PUMP CFf 9 MW 10 8 1 2 DCA <1 0 x t <br /> I // <br /> 1 2 DCA <1 0 410 '10 ISLAND{TYP) <br /> — CPT 3 1126108 <br /> i — 71 80' 96 108 <br />' L— D- -J MW 11 TPHG 150 150 < 150 <br /> B92 FORMER B 10 50 40 50 <D�50 -050 <br /> 1 CPT 1 CPT 2 18 �Jr FU_EL CPT 5 1728708 MTBE -050 <0 SO <OFSD -050 <br /> ❑B 11 B MW 1 B 15 CPT 9� I"ISLAND 71 <50 94 13 <�0 -10 <br /> MW 1312/20105 MW 2 —MW 13 B 9 x TPHG 150 1 2 DCA 55 <br /> X B CPT 5 # B <6 50 <0 50 <br /> TPHG 390 B 4 �-- B 1 B8 W — ---� MTBE 4050 40 50 <br /> B 1050 I{q I—A -T4- C''II 1 — — -� 12DCA 22 <10 <br /> MTBE 1050 MW9 3116199 B2 L_.. 1351 AI r T5 x <br /> ' <br /> 1 2 DC -10 x MW 9 �B 8� _ PT 4 i I— — — <br /> TPHG 150 B 14 CPT 7 <br /> B 40 50 LIMITS OF \LU8 CPT 8 r T 6 J <br /> DOUBLE MTBE <0!50 EXCAVATION MW 12 L — xS <br /> SWING GATE 1 2 DCA NA M7px_X—X- <br /> B 3 WAR EK SE i AS-1 12!26!05 HISTORICAL GROUNDWATER FLOW DIRECTION GATE AND GRADiEN <br /> X X TPHG <50 xXX x X 0 <br /> B -050 <br /> x CONCRET I MTBE <050 <br /> PAVED AREA 1 2 DC 12 ^° ❑�L <br /> ' CONCRETE PAVED I 51111 p061 <br /> STEAM CLEANING AREA EBER AVENUE I 4n8196 opal <br /> t <br /> MW 14 1 2120105 CPT 4 I 1128108 MW 12 3118199 CPT 8 1127108 <br /> I— MW 3 3116199 CPT 7 1126106 I 82' 72 81' � � <br /> W 71 86 X50 49 X50 TPHG 150 TPHG 150 <200 150 c <br /> W TPHG <50 TPHG 150 150 TPHG 190 TPHG 0 B <060 B 4060 <10 4060 <br /> $ <br /> B <0 50 B < <0 50 4050' 4650 MTBE 40 50 <1 0 -050 <br /> 8 <0 50 g <0 50 <D 50MT 40 50 MTBE -050 <0 50 <0 50 <br /> ❑ MTBE <br /> <0 50 MTBE <0 50 c0 50 1 2 DCA NA 1 2 DC 22 140 39 <br /> 1,2 OC NA 12 DCA <1 0 410 1 2 DG 5 9 1 2 DC 9 8 115 9 <1 4 <br /> 4 <br /> A TEICHERT& SONS INC FACILITY FIGURE <br /> o + 103 NORTH E STREET <br /> 40 Fr G <br /> STOCKTON, CALIFORNIA V <br /> ENVIRONMENTAL,INC I! PROJECT NO <br /> ' RZ SCALE GROUNDWATER CONCENTRATIONS 2001-0103-01 <br /> AML <br /> y� <br />