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2 <br />' A 10 <br /> CROSS <br /> A <br /> SECTION <br /> SOUTH B-aVW-3 NORTH <br /> DISPENSER GVW-1 <br /> MW-9 8-1 MW-11 VW-7 ISLAND (B 5) MW-6 EASTMA/NSTREET MW4 BRQ40WAY MW5 <br /> -� CL -- <br /> V ML <br /> <10<10 0 <70 4 <br /> 7.0 -1 <br /> <.1.0R _ 0.050<0.0050 <0.0050 <0.0050.0050 <00050 �w a <0<.01005 <br /> 0T <br /> I ?- ------� 9 i ML <br /> C SP <br /> A , <br /> _ <10 �� <1.0 � <1.0 <7.0 <1.0 <1.0 <br /> L 20 7 <0.0050 <0.0050 SC/ML 1 <0.0050 <0.0050 ML <0.0050 <0.0050 <br /> D SM/SC <br /> P 1- <1.0 --?- <1.0 <1.0 <7.0360 `r <7.0 <7.0 -------------- <1.0 <br /> T <0 050 ML\ <0.0050 <0.0050 <0.00 0 1 0.28 c0.0050 <0.0050 `- <0.0050 <br /> H �- ---.-SSM i <--- <br /> _ ---- ------' _ _x <br /> SM/SC LM i r SM r- -� <br /> N �- <1.0 <1.0 -- -� 10 <1.0 -----1 <1.0 <br /> 40 <0.0050'--�� <0.0050 ! 0.067 0.010 <0.0050 <0.0050 <br /> F i >. <br /> E SW < <1.0 �SC/ML SM ----- ---- <br /> SC <br /> T _ <1.0? TD=46.5' <1.0 <1.0' --5,400 1.0 - . 0.0 <br /> <<00050<0.0050 <0.0050 <br /> B -SY < . 00.005 <br /> 0 <br /> SC/SM - -'-� --------- <br /> E 7- - <1.0 i_ - 31,250- <br /> O -_--- - �-.=-6.600 ------ <br /> W 60 �- p� ML/SC - 169-- 5� <1 0 --- ----ML --�- <1.0 .. <br /> �Qa7 - 86 0.37 1y <0.0050 <0.0050 <br /> S 7- <1.0 --- - <1.0 SM/ML 3200 x-120 �� 1 ML / 1 <br /> U <0.0050 SM <0.0050� 45 X1.0 {4 <br /> R 7- ----- <1.0 <7 0 -T,D=66'' - ---- MW Sa(t�c <1.0 41 <1.0 <br /> F - -- 0.0069 - - 1P <0.0050 <br /> <0.0050 ' ! I^c�I � <0.0050 it <br /> A <br /> ML rD=71s / sc _ ¢p'->65a <1.0 ° l0.5-t)14'� <br /> TD=76' �D=76, nU J0 <0MUSC .0050 ( t <0.0050 <br /> G 80 ?---�- 0.48---7 ?�-1 <br /> A �^ <br /> D <br /> E SM `. i R� Z.� T6=86' V 0 TD=86' <br /> 0.0071 r W > E <br /> r/ (.j� ' APPROXIMATE EXTENT R <br /> ���� [2p0OFIMPACTED SOIL T. <br /> r e <br /> LEGEND: v- _ <1.0-v (.AJ Tp\1 y S <br /> + <0.0050 12 0 0 40 FT <br /> ML USCSSYMBOLCL { �,ti y5, A <br /> <1.0 L <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES'" <0.0050 E 20 FT <br /> SOIL SAMPLE LOCATION TD=106.5' <br /> HORZ.SCALE <br /> <1.0 _ / TPHg CONCENTRATION IN ppm <br /> <0.0050 BENZENE CONCENTRATION IN ppm <br /> GROUNDWATER LEVEL(2/28/02) HORIZON ENVIRONMENTAL INC. FIGURE <br /> SCREENED INTERVAL. GEOLOGIC CROSS SECTION A-A' <br /> TD=31.5' TOTAL DEPTH IN FEET BELOW SURFACE GRADE Project Number:1474.2 Drawn By: M.Lacoste BEACON STATION NO. 12474 3 <br /> Prepared By: R.Smith' Dale:3/27/02 3440 EAST MAIN STREET <br /> Reviewed By G.Barker Revsed.Dete: STOCKTON,CALIFORNIA <br /> I <br />