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A' B <br /> S' <br /> ` A <br /> EAST WEST NORTH SOUTH <br />. VEW-10 SB-6 SB--5 VEW-2 MW-30 VEW-1 SB-3 MW-29 VEW-8 SB-1 VEW-9 RW-2 SB-4 VEW-8 <br /> 0 FAL I <br /> FILL -------- - --- --- --- _J <br /> - _--,-_ _ -W-------- P ---- AI <br /> Ism <br /> 10- <br /> 71 CL t 87 LEGEND <br /> L L S L L L WL/ ~`\ L <br /> _ L <br /> 2600530 \\ L USCS SYM130L <br /> L / / ` \ r - / \ APPROXIMATE CONTACT <br /> 1 - / \ BETWEEN SOIL TYPES <br /> 20 i� \ \ / / /~ / \ <br /> \ , L 1 17<\Odd <1 0 1 \` SCREENED INTERVAL <br /> sm <br /> Sp� ! <br /> 1� �000 1 , 7000 11 WATER TABLE LEVEL - 8/24/x6 <br /> SIA1 1 \ "o / \ <br /> 4200ti 1 L CL 1200. 1 140N m�gESEi CONCENTRAT,ON <br /> � 1 <br /> \\� S // y / --100---TPH AS CONTOUR ESE3IN ISSOCONCENTRATION <br /> 7200 y 32 \ M <10SW SP / 1 l/ J <br /> gg _ I 1 / spi <br /> $ CLsm "3.000L 1 I / / / P <br /> 3 <br /> 16,000 I/! 1 L / M L /CL M // L <br /> q / / <br /> mSPSP <br /> 40 sp 1800 CL / M P 530 S /_Sm /-(10 <br /> / <br /> z i' -SP SP <br /> CL r M S <br /> f , / / <br /> CL <br /> _SwL I / � <br /> o P 1 A.3 L 1 L H 1 24 <br /> l y L I J / CL 10 FT <br /> l \ gCL <br /> 50CL \ g L <br /> 5600 CLL L l 530 240 <br /> SW-SSIA <br /> PSP <br /> SP ,` SM :Sp P I ; / / 2.0 <br /> rSIA SP <br /> I � VERTICAL SCALE <br /> IspBO 3500 46CL CL i 170 i _Sc Iso / L CL <1 0 L 0 20 FT <br /> Sm SC <br /> L <br /> 3866 �n TP-65' -_ T TD-65' I S _S TD-65' \i`0 - L— <10 HORIZONTAL SCALE �\ <br /> Sw <br /> CL Sc TD-67' TD-67' <br /> L S <br /> 70 TD-68' L Sr <br /> TD-715' TD-71.V TD-71.5' 1D=715' TD=71.5' FIGURE 21 <br /> APPROXIMATE VERTICAL EXTENT OF TPH AS <br /> DIESEL IN VADOSE SOIL ALONG GEOLOGIC <br /> CROSS LINSEAP—g' <br /> FOLLOWING REMEDIATION <br /> TD=77' TD-77 <br /> FORMER BEACON STATION NO 695 <br /> 80 900 SOUTH CHEROKEE LANE <br /> L� X82, LO D! CA <br /> PROJECTDRAWN BY <br /> D093^411 5 ML 9/17/96 <br /> DeltaFILE PREPARED BY <br /> 93-9-9 75-5 ,IWS <br /> REVISION NO REVIEWED BY /� COQ AWL <br /> 2 <br /> rf <br /> r� <br />