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RO55 ' <br /> - S�CTiON <br /> B AA <br /> Lu <br /> NORTHWEST VW 6 U VW 3 B, <br /> VW 5 N VW 2 82 <br /> VW-4 °a VW 1 r(PROJECTED! SOUTHEAST <br /> . <br /> 0— Mw 10 2 a (B-5) AS 1 Mw 14 MW-8 13--3 B-4 <br /> n MW 7 CPT 3!B 10 MW 15 <br /> �— <br /> V _CL CL_ —�_ --- CL----- <br /> CL <br /> E Sctio <br /> T �— — c0 0050 K<1 0 SM <1 0) <10 <10 _ <0 0050 <br /> 0 -00050 <br /> c r <br /> 0 <0 0050 <0 0050 <0 005 <br /> t <1 0 <t p r 1 <br /> C -00050 <0 0050 ML <10 ML <br /> A <br /> SC/ML <10 <0 0050 <br /> L 20 <1 0 � <10 c10 <00050 <br /> SMIML `00050 •` ` 050 `000 <10 _ —"-----------'r---------- ' <br /> 7 4 <br /> E <0 2 <0 0050—) IPO-1-150 <br /> <1 0 / <br /> P { r <1 SM <0 0050 <br /> T <10 <10 120 360 <10—� <10 <00050 <br /> H <0 0050 <Q 0050 <0 020 028 to 0050 <0 005 <1 0 _<1 0 ———--—— J MUCL <br /> M r /� SM <-- <p 0050 r^ <0 0050 j ct 0 <br /> 40 <br /> N <,0 ) SC 1 --� l — c10 C�1 <0005D <br /> F — _—__ -00050 > 10 <,D to 0050 <br /> 0 067 <Q 005 ML <br /> E — SCICL \ ML <10 c10 <10 r� ---- -- 9 <br /> T ——C> / <0 00� <0 005 0050 —— c1 0 <br /> <1 0 4 c1 0 f100 00 5 400_ <t0 —`< 0 ro=45 5 TD=45 5 <0 0050 <br /> ———�—= —— <br /> , `c10��y c SP ; <br /> B c0 0050 <0 0050 40 36 0 028 — c0 005 c0 0056 <br /> L SM SM SM -10 SM J <t CL <br /> O c00D50 --------- <br /> W 60 <1 0 6 600 <0 0050 j <br /> 2 3' —_ct 0 _ <1 0 — <br /> aza �+ 86•— -031 {`00050 � �������� <00050— <br /> U <1 0 -<1 0 3 200 Sc —— <br /> R <tl 0050 i 0 048 SGML 45 ~— ————-- 7 <br /> F <1 D ; �=66 2 800 TD-66 — � <1 0 — SM————~ ML DRY <br /> c <br /> G TD=70 5 0050 ` 20 , r 0 055 <br /> _ <0 005 <br /> G 80 <br /> 1CL f Y 1 1 e TD=7 5 TD`76 — TD=76 <br /> R <br /> A 150 0097 =-------------- ---- ) <br /> D °---�— 0 I <br /> Sc <br /> E -15 <br /> ——-A SMrML —--7 <br /> <00050 <10 ------- —�-- SM <br /> <0 0050 SM <br /> SM 47 > 1 100 <0 0050 <br /> I 1 <br /> 100 APPROXIMATE EXTENT �� 013 SPISW 26 I` SP j 1 <br /> OF IMPACTED SOIL o -- > `10 --- -- ------ <br /> SC � 00066.-- ---- --- I -- <br /> � 53 <br /> 037 <1 0 <br /> 00050 <br /> CL 0 10 '�/TD=106 <br /> ML } <br /> 4 <br /> 0016 i <br /> TD=112 5 <br /> 120 c 1 0 _ r <br /> <70 � � F q LEGEND <br /> <0 0050 i a <0 0050 SM <br /> —j MUCL 86 7 ML USCS SYMBOL <br /> 7 6 `c1 0 <br /> SM -0 0050 APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> ~' 7 ' SOIL SAMPLE LOCATION <br /> 1 e I c7 0 TPHg CONCENTRATION(ppm) <br /> ML L c——— <1 0 0 ~` ML <0 0050 BENZENE CONCENTRATION(ppm) <br /> <0 0050 — �.�. GROUNDWATER LEVEL(3105) <br /> 140 �-------- ---- TD=135 �=.__---� <br /> — ————— ——-�-—s— `——— ——� HYDROPUNCH INTERVAL AND <br /> GROUNDWATER ANALYTICAL RESULTS <br /> <1 0 SM <50 f90 TPH9 CONCENTRATION(ppb) <br /> i 44 DCA CONCENTRATION <br /> `00050 1t c10 � (PPh) <br /> TO=148 <0 0050 <br /> TD-156 TD=146 I SCREENED INTERVAL <br /> 160 V 0 <br /> TD=31 5 TOTAL DEPTH IN FEET BELOW SURFACE GRADE <br /> - <br /> E ND NOT DETECTED <br /> R <br /> T <br /> S HORIZON ENVIRONMENTAL In C <br /> C 0 I 40 FT GEOLOGIC CROSS SECTION B-B' FIGURE <br /> L <br /> E 20 FT Project Number 1474 15 Drawn By M LaCoste BEACON STATION NO 12474 /� <br /> HORZ SCALE Prepared By E Kruck Date 1212103 3440 EAST MAIN STREET 4 <br /> Reviewed By R Smith Revised Date 6/10105 STOCKTON CALIFORNIA <br /> t <br /> ! I <br /> n <br />