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• <br /> A <br /> sourH DISPENSER ISLAND A' <br /> MW-3 [PROJECTED] MW 1 <br /> 0 11637-1Mw2 NORTH <br /> 116631 116551 <br /> ECLCL ` <br /> R -—_, j <br /> T — —— _ — <br /> 59 y <br /> A /1 10 OJ <br /> L 20 -- --- - <br /> CL <br /> D1:<t 0j SM=5; 16001I _4 <br /> P ——f1�] // [6401 1 ML 1.1 01 <br /> T l I<1 OJ <br /> H ML[ r <br /> [ Iz 400[ <br /> I 4 <br /> N I 1110001 I <br /> 40 —1,101 <br /> F —1`101 r--37==—f2241 -- _ <br /> E 4 t `1904] —SP�f--- -}`- - e--—— ———— — — —� <br /> SM 1<1 01 <br /> Sp <br /> g 9--- -- ~SM — — -- - ---- —T— <br /> E �--fat 0} — ---- , t10 I —w --��' <br /> 0 [ci T1D_55 ML ,� [3401 / ML I<14f <br /> W 60 <t Q <br /> TD=55� TO=55 <br /> S \ —i/ APPROXIMATE EXTENT <br /> U OF IMPACTED SOIL <br /> R <br /> F <br /> A <br /> C <br /> E LEGEND <br /> G 80 MW4 WELL IDENTIFICATION <br /> R [16 541 ITOP OF CASING ELEVATION] <br /> A <br /> D ML USCS SYMBOL <br /> E ———— APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> A— GROUNDWATER LEVEL ON 7131/03 V 0 <br /> SOIL SAMPLE LOCATION E <br /> 110 } i/ TPHd CONCENTRATION IN ppm ML SILT CLAYEY SILT SANDY SILT R <br /> I1 91 TPHg CONCENTRATION 1N ppm T <br /> ND NOT DETECTED CL CLAY SILTY CLAY <br /> NA NOTANALYZEDS <br /> SM_ SILTY SAND C 0 <br /> SCREENED INTERVAL p 20 FT <br /> L <br /> TD=55 TOTAL DEPTH IN FEET BELOW SURFACE GRADE SP SAND E 20 FT <br /> HORZ SCALE <br /> _ _]-TOR_ I%ONT-NVI_I_2O_N_MI_'N7_AI._INC_ <br /> GEOLOGIC CROSS SECTION A-A' FIGURE <br /> Project Number 1792 12 Drawn By M LaCoste <br /> Prepared By R Smith Date 912 ZE AUTO REPAIR <br /> Reviewed By G Barker Revised Date 2255 SOUTH AIRPORT WAY <br /> STOCKTON CA <br />