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I <br /> D' <br /> D Elevation <br /> eft rnsl) <br />' Depth <br /> (ft) 10 <br /> MW1 MW7 P2 IW1 M P1 MW4 <br /> 0 <br /> I <br /> B <0 05 p 0 <br />' T <p 05 FE <br /> NA 0 <br /> E <0 05 NA <br /> X <p 05 NAB <0 05 <br /> 10 TPHg <10 0 0 NA T <p 05 <br /> Highest S7 TPHg 60 E <0 05 <br /> 005 <br /> Historic TPHg <10 <br /> Groundwater 1sG\\\\\\\\\,\\\\\\\\\ \\,\\\,\♦,\\\,,,\„\\\\\,\\\\\\\\\ �";;\;";"";"`�\ ti \yy�{ ,♦t� <br /> Elevation -10 <br /> ����������������������\\����� \\\\\\,\\\\\\\\\\\ \\,\♦♦\\„♦♦,\\♦\,\\♦,♦\„\„\\„\ \,\„♦,,,♦\\,\\\\,,,, \ \ \\\\\\\\\\h� <br />' (-524 on 6/21/01) �c <br /> f\\..♦ \\\\\\\\\\\\\\.,\„\, �2 100 <br /> �,,,\ \\\,\\♦\\\\♦\\,\.\\,\\.� 150 \r\.:\\.\\\,\B NA <br /> \\� <br /> 30 200 200 <br /> B <0 05 T NA r00 <br /> T c0 05 E NA 1 <br /> E <0 05 X NA it <br />' X <0 05 o500 TPHg <10 p <br /> TPHg <10DD\ -30 <br /> Lowest `Z7 �\\ \\\”` <br /> Hlstonc <br />' Groundwater 40 20 p <br /> Elevation <br /> (-30 55 on 10/8/92) WELL <br />' B Benzene I -40 <br /> T Toluene =: <br /> E Etttylbenzene <br /> 50 X Xylenes <br />' TPHg Total Petroleum Hydrocarbons as Gasoline <br /> Grout NA Not Analyzed <br /> io <br /> Blank Casing Note Soil sample analytical results are in' -50 Bentonite Seal milligrams per kilogram(mglkg) <br /> Sand Filter Pack <br /> 60 Screen 50 PID Reading <br />' LEGEND o <br /> Sand/Silty Sand D Apprommate Scale(feed <br />' Clay/Silt/silty Clay <br /> 1 <br /> GEOLOGIC CROSS-SECTION D-D' FIGURE <br /> 4ETI C FORMER EXXON RS 7-3942 <br /> ENGINEERING 4444 NORTH PERSHING AVENUE 5d <br />' w STOCKTON, CALIFORNIA <br /> i <br />