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i <br /> A CROSS <br /> SOUTH (PROJECTED] <br /> 17 SECT0. <br /> VW 3 Al <br /> e e <br /> [PROJECTED] VW 2 NORTH <br /> B 91CPT 2 ell MW 1 o�sv¢rasER VW 1 <br /> MW 16 [PROJECTED] _ MW 9 ZZ B-1 MW 11 VW 7 MW 6 FASTdWN57REET BRL4IDWAY MW 5 <br /> MW-0 <br /> CL <br /> — —' T'� <br /> V ?--- ---_ ML � CL —, {��— <br /> � o <br /> 36O <br /> E MLc10 ct Q / 0 ct 0 ——— <br /> RT 00050 <0 0050 < <1 0 <1 0Iy ——————— ——— — r D 0050 <D 0050 c0 0050 <0 0050-- `� 5A — SM 1 SP SP — ML <br /> L 20 e -- <10 r <10 <t 0 <br /> ML/CL _r 0 0050 <0 0050 SGML <0 0050 <0 0050 ML < <10 I <br /> D SM/SC 0 0054 <p 0050 <br /> E ) — <br /> P _ __ ` A-0 <br /> 110 <br /> H _ — ML <p 0050 ML — e0 0050 100050 Q 0050 j 0 2$ <0 4450 <0 0050 `_————————————— KO 1050 <br /> SM L— % ---- ----- ' <br /> N r <br /> — SM SwSC rM — <� �------- <br /> — — <1 D — <1 —i+/ J 10 <1 p \ <1 0 SM \ <1 0 <br /> F C SW :00050 `tom <p0050 0067 0010 \ --w---- <br /> E > Syy f <0 0450 <O 0050 <br /> SJML — SM ----- <br /> 1 c10 — --- <br /> T � <br /> SC <1 0 _SC TD=46 5 c1 0 <1 0f-——5 400- a 1 p ` <br /> B ML y SM <0 0050--c'T c0 0050 KO 0050 36 <0 0050 <0 0050 <1 0 <br /> E <1 0 _ r SClSM ) <p 0050 <br /> L --- --- <br /> r O 4 , SP <0 D050 SP <br /> W fifl ++� +�„�+� + ++���LJSC �.. �i 6600 fib--—� <10 <br /> $ <0 50 _—— _—.�————— + +�86 ++ '37.��+��+�...�+�+� <0 0050—...�++�++�+.. �<0 0050 +� <br /> 7—— _ _ c 1 0 <t 0 SMIML 3200 120 ML ML <br /> U < <0 0050 SM KO 0450 45 JS 0 <br /> F SM — ' <10 < C TD 66- — <br /> A 9-- —� J _�---- c00050 00069 — ----i <i0 <10 <br /> <0 0050 <0 00 <br /> rz ML ML ML TD=715 1 SC N <br /> w—y MUSC <1 0 <1 D <br /> G 80 ~�� <f 0 <br /> D= D=— D=76 <0 0050 <0 00 <br /> R <0 0050 TD=BD — 048— <br /> A =� / <br /> O 190 <br /> E SM 84 SW ` J <br /> i I——————— � l SM 1 �/ APPROXIMATE EXTENT TD=86 TD=$& <br /> <1 0 Y TD=90 0 Op71 / OF IMPACTED SOIL <br /> 7_—Y Y0 ULL-0 ML ct 0 `'> `0-4�f <br /> c0 0050 e <br /> 100 <1 0 <br /> -- <br /> ------- — - <br /> --- -- ------ -- �1' c00050 <br /> SM <50 — CL <br /> SM <10 <br /> 7-- ___ 22 -- ---- <00050 <br /> t6�7'[b� —-- TD=1D6 5 t <br /> i <br /> 120 MUCL ML <br /> LEGEND <br /> I ML USCS SYMBOL <br /> <t D MLICL <br /> r APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> <0 0050 L�01�511 <br /> ' SOIL SAMPLE LOCATION <br /> _ <1 0 TPHg CONCENTRATION(ppm) <br /> " -- <0 0050 BENZENE CONCENTRATION m140 SM ——____ + GROUNDWATER LEVEL{3105) <br /> LI0 <00050 HYDROPUNCH INTERVAL AND <br /> c0 0050 ` TD=140 <br /> ' GROUNDWATER ANALYTICAL RESULTS <br /> TPHg CONCENTRATION(ppb <br /> 7D=142 'y $4 DCA CONCENTRATION(Ppb)) <br /> TD=150 SCREENED INTERVAL <br /> k !160 V 0 TD=31 5 TOTAL DEPTH IN FEET BELOW SURFACE GRADE <br /> } ' <br /> E ND NOT DETECTED <br /> R <br /> T + <br /> . s _ HORIZON ENVIRONMENTAL INC CROSS SECTION A-A' FIGURE <br /> A <br /> C 0 40 Fr GEOLOGIC <br /> 20 FT Project Number 147415 Drawn By M LaCoste I BEACON STATION NO 12474 3 <br /> HORZ SCALE Prepared By E Kruck Date 1212/03 ! 3440 EAST MAIN STREET <br /> Reviewed By R Smith Revised Date 6110/05 STOCKTON,CALIFORNIA <br /> r <br /> 1 <br /> I <br />