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I
<br /> i A As
<br /> Elevation
<br /> (ft msI)
<br /> Depth
<br /> (ft) V4 MW3 SW2 V3 MW13 10
<br /> MW8 M7 UVB MW10
<br /> W
<br /> 0-
<br /> -Fill`Flu
<br /> �•'
<br /> �� l
<br /> T <0 05 ........ .........�
<br /> I E <0 05 l \...... ............_ 0
<br /> X c0 05 2D .... ..............
<br /> 10 0 B c0 5 TPHg <10 0 B <0 005 ..� n
<br /> ......
<br /> T 0005 .,.. ....,... ...�
<br /> I Highest T <0 5 �� ��� < ons
<br /> E NA ........... ..... 3D0 q� X <0 005
<br /> Historic ;... '\\ X cp 5 .::: _-cc. .....—..z, c1 B <D D05
<br /> Groundwater 0 ` TPHg i0 ••"""`5, "'� TPHg 11,000 TPHg
<br /> Elevation "` ` g < "„`•`•"` 9 ::;;: ::::::;I T <0 0D5
<br /> .... ,,1 rcc.... ..... B 007 c0 005 -10
<br /> I (-524 on 6/21/01) .... ...........�- �... .... .....�• .,... ... T 006 d E
<br /> 20 \ 4'D ~• •,�; ••• TPHg <1 0 005
<br /> E 0 14 O TPHg <0 050
<br /> 2 X 16 <
<br /> 77\ TPHg 12,000 ,. TPHg 19
<br /> I
<br /> \\\\
<br /> ....... 10 DD0 .- �.
<br /> . 0 .......:� ' a 30:......... ..... .....�, 0
<br /> ............ .� TPH 2,000 ,. .......... ......, �..
<br /> ,.,. ..................� g ..:........... ...,..... -20
<br /> ,,, ........................ . ...;y� .., ......,,....,. .. ,,..., TPHg <1
<br /> >1.6 .. .... �::. ...,�.,,�. .� , B 3,DOD 21500
<br /> >1,'?D 4
<br /> 30 <0 D5 TPHg 7,300 ..... ::....... ... TPHg <1
<br /> y B 12 T <005 g . .. x'200 ........ .....G1; `....
<br /> T 150 E ... .,... ....... ........
<br /> <0 05 ..• ..... ....... ..... 'TPHg 210 ...........� ...........
<br /> E NA x <0 05 10,Doo �; :;: >1,D0 �'>1,D00•`..� 2 ::::::::::::::.
<br /> I X 260 TPHg <lD :..
<br /> Lowest TPHg 3,200 B NA ..... ... 3 038 ...,k......... -30
<br /> Hrsfonc 40 ADO E NA >1TPHg E 022 9 2 —�
<br /> ,5DD
<br /> ..,.. ..... .,....,....
<br /> Groundwater X 11
<br /> Elevation TPHg 2,100 x cNOA TPHg 5 0 B <0 005 ••••••,
<br /> ...... .....
<br /> (-30 55' on 1018192) � <0 005
<br /> 7D0 a 300 E <D DD5
<br /> B 3 WELL X <0 OD5
<br /> T 11 a 200 TPHg c0 D50 -40
<br /> E 36
<br /> SO x 18 a 500 B Benzene
<br /> TPHg 140 T Toluene
<br /> I E Ethylbenzene
<br /> B 0 D14 X Xylenes
<br /> �a T 0 075 TPHg Total Petroleum Hydro ons as Gasoline
<br /> E 0 018 Grout NA Not Analyzed -50
<br /> X D 089
<br /> TPHg <1 Blank Casing Note Soil sample analytical re alts are in
<br /> 601 Bentonde Seal milligrams per kilogram( glkg)
<br /> Sand Filter Pack
<br /> I 50 Screen 50 PID Reading
<br /> o LEGEND
<br /> Approximate Scale(feet)
<br /> Fill Maten$) l
<br /> ty
<br /> Sand/SilSand
<br /> Clay/Sdt'$ilty Clay
<br /> I it
<br /> GEOLOGIC CROSS-SECTION A-A' FIGURE
<br /> Ex ` ETlC 444FORMER EXXON RS 7-3942
<br /> E ENGINEERING 4 NORTH PERSHING AVENUE 5a
<br /> E STOCKTON, CALIFORNIA
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