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I V 'Yl^N v <br /> CPMS <br /> B SECTION-� B' a <br /> NORTHWEST w-5 w-2 B -z SOUTHEAST � � <br /> VW-4 VW-1 (PROJECTED) <br /> 0 MW-10 (B'6) MW-12(B-5) AS-1 MW-8 B-3 B-4 MW-7 <br /> CL _ - CL CL ---- -? <br /> V �� r� �_ <1.0 <br /> E SC i7<1.0 <1.0 SM <1.0> <1.0 <1.0 <br /> _ 0.0050 t <br /> R ? <0.0050 <0.0050 `0.0050 `0.0050 <0.0050 <1.0 <1.0 � <br /> I <0.0050 <0.0050 ML <1.0 �� �r�1�tf�[�.wf` treCvlieaQ1Cjf <br /> <11.0 `0.0050 f <br /> A SC/ML <0.0050 S WwCF rX{r �j t{4�P"4" �i�f oil W <br /> <1.0 <1.0 <1.0 -v W SY <br /> L 20 <0.0050 /Mly r . ;`50 <0.0050 -<1 0 i <1.0 -------- tiyfrc+lC 17 <br /> D SMIML 350' \� <0.0050_� `0.0050 c1.0 <br /> E <0.2 , ��_' <1.0 SM `0:0050 w> 4�eCls Soo-&W, �a Y"o�'t ffrowo <br /> P <t,0 <1.0 120 360 <7.0_ <1.0 `0.0050 _?. t s <br /> T <o.00so <o.00so <o.ozo 0.28 <o.0oso `0.0050 -- �bG-I h4 � W-12--;"; <br /> H r <1.0 _ <1.0 --rt - <br /> SM -- `0.0050 `0.0050 c1.0 -r y y <br /> �M CL_ l <0.0050 �/1tu.( t 'VV//1 B('WI� (Plea ( ,f4 t✓� <br /> N I 1 SC l 1D- <7.0 `0.0050 ML (�dLte-Ltr�✓ tW� 4cJ'T(/ �74� 4 <br /> 40 <t.0 ( C I <br /> F -_ -.<0.0050 > ` ) 0.067 <0.0050 <1.0 <1.0 <br /> <1.0 __ Ahad . ' G° dean/' <br /> ML `0.0050 .0050 - <1.0 <br /> E 9_ -- SC/CL• 1 I i j y i <0.005 <br /> ' < `0.0050 d� <br /> E c_ _ TD=45.5'TD=45.5' -' SP { t�IGJwt� 4f f r <br /> T <1.0 <1.0 ' 10,000 5,400_ <7.0 -<I.0 -<1.0-___ Z u <br /> `0.0050 `0.0050 40 36 0.028-- `0.0050 `0.0050 --- ----- -? LEGEND: <br /> ESM I SM ( ru� `,�\SM <1.0 9M -_---- `0.0050 ML USCS SYMBOL i <br /> 1J <0.0050 <br /> 0 ___- _ _ -_ ( _ ' ------�------>--- ---� APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> <1.0 6,600 2.33 -<7.0 ___ - <1.0 _ k <br /> W 60 ��jr 0.028 - 86 0.31, �`0.0050 ;t)`S' - ML <0.0050 SOIL SAMPLE LOCATION <br /> <1.0 / TPHg CONCENTRATION IN ppm <br /> S <1.0 <1.0 SC/ML 3,200 SC - ---- 86�-- <0.0050 BENZENE CONCENTRATION IN ppm 1 <br /> U `0.0050 0.048I 45 ---- M C <br /> R <1.0 / Tb 66 2,800 TD=66' _1) - ��'J GROUNDWATER LEVEL(2/28/02) <br /> F _ <t.0 <br /> A TD=70.5'`0.0050 `` 20 /(T 0.055 SCREENED INTERVAL <br /> ITD=31.5' TOTAL DEPTH IN FEET BELOW SURFACE GRADE <br /> E `0.005 <br /> -�\CL i � TD=75.5' Tb=76' .�} TD=76' <br /> G 80 N1993 -_ -� '0.097 <br /> R7S (j <br /> A SIC <br /> E 7-- I �Ea� �.�` - r E <br /> r <br /> I { APPROXIMATE EXTENT R <br /> ' <br /> 'SM, <br /> .1 OF IMPACTED SOIL T. <br /> '0 - <br /> 0.13 S <br /> --� ./<1.0 _�� C <br /> 100 1�2_�G R � 1s(}A ?---�- sc� o.00ss.---" � A 0 40 FT <br /> I5.3 14� <br /> - r <br /> (tel N N� ?10.37 l ,/ `100 L <br /> CL � - `0.0050 ML E <br /> MW2 t 4.6 i / 20 FT <br /> ' ^�� �)� TD=iOs' HORZ.SCALE <br /> r � r <br /> o.o1s1135 _ HORIZON ENVIRONMENTAL INC. FIGURE <br /> 411 -�- GEOLOGIC CROSS SECTION B-B <br /> 120 _ <br /> •• Project Number.1474.2? Drawn By: M.LaCoste BEACON STATION NO. 12474 4' <br /> liefw � � ,' Prepared By: R.Smith Date: 3/27102 3440 EAST MAIN STREET <br /> t Z (ID > Reviewed By:G.Barker Revised Dale: STOCKTON,CALIFORNIA ' <br /> i <br />