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A A' 8 B' <br /> EAST WEST NORTH SOUTH <br /> VEN-10 SB-6 SB-5 VEIN-2 MW-30 VEW--1 58-3 MW-29 VEW-8 SB-1 VEW-9 RW-2 SB-4 VEW-6 <br /> 0 <br /> E <br /> FILL FILL ----sm � <br /> <10 <br /> I / <br /> / <br /> 10 3.200 <br /> Sc / 87 // 160 <10 <10 <1 0 <br /> CL WL 1 ! // sm LEGEND <br /> L L <br /> L 5.700 <10 L <1 0 L M L <br /> �� L <br /> L \ ` '1 L USCS SYMBOL <br /> —_1.000--- _ <br /> APPROXIMATE CONTACT <br /> 20 3.1 30 <br /> 1, 0 , ' 2.1 <10 <1 0 <1 0 BETWEEN SOIL TYPES <br /> L SM Sp- S SCREENED INTERVAL <br /> 1Sm 'SM <br /> 8.100 1'2mM \ G1 O ---_ WATER TABLE LEVE!_ -- 6/24/96 <br /> SP SP sm L CL <br /> sm CL TPH AS DIESEL CONCENTRATION <br /> 140 <br /> IN mg/Kg <br /> 30 3.204, 1,300 sio ML 1.700 1.8 260 ` <1 0 TPH AS DIESEL 4SOCONCENTRAT10N <br /> L M SPrSP �` 100 --100 --CONTOUR IN mg/Kg <br /> SM sw4r <br /> CLL <br /> �` ` 100 , ISP <br /> SM 26.000 3,500 590 \ tsm <br /> �/ CL L % ML sp <br /> a �� �1 CL L <br /> m SP i��_ \\ 1 M <br /> 40 6• p / 204 23.000 P 44 I 100 640 <br /> CL /roc M Sp <br /> P 1 <br /> z CL f 8 ! g <br /> L <br /> 1300 78 // 32 CH <br /> SP ( I / L _ f <br /> / H f` <br /> L // <br /> 10 Fr <br /> 50 CL 4,8M 320 300 70 L 140 3.4 <br /> CL L L l10 <br /> 0 <br /> SC CL / <br /> I <br /> M <br /> S 4.400 P i 00 \\ 170 / <br /> P / sm SP sm <br /> M — _ _SC/ <br /> / ` 1 �10D__� <br /> ea 5• , 229 CL 88 300 57 100 L 14 <1 0 VERTICAL SCALE <br /> SP -SM / L <br /> L <br /> Sm SM <br /> fl 20 F'f' <br /> ISMI <br /> 1.8 __ ///� /�� 0 / 1 8 �` TD-6 7 260—� Tp=6530 43 XL <br /> 17 L <7 0 <br /> j CL C s1w HORIZONTAL SCALE <br /> TD-67' TD-67' �a <br /> I 70 TD-68, L L SP S <br /> SM Fm 5 <br /> TD-715 TD=715' TD-71.5' TDa71.5' TD-715' FIGURE 15 <br /> M APPROXIMATE VERTICAL EXTENT OF TPH AS <br /> DIESEL IN VADOSE SOIL ALONG GEOLOGIC <br /> CROSS SECTIONS A—A' AND B—B' <br /> TD-77 TD-77' FORMER BEACON STATION NO 895 <br /> 8a <br /> 900 SOUTH CHEROKEE LANE <br /> . TD-82' LODI CA. , <br /> PROJECT NO DROWN BY <br /> D093--915 E A 1D BY 96A <br /> Delta <br /> RLE NO pRfPARF,.E1 BY <br /> 93-915-5 NO VIEREC R <br /> EVISION NO REVIEWED BY <br /> 3 <br />