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0 <br /> 15 S W 0� 9 U G NE <br /> B e� FORMER ORMERTANK EXPLANATION <br /> U+ U-2 U-D U-C E I U-3 B, <br /> PavementIn <br /> TPH—G/benzene <br /> NL1/N11 i concentrations ,{/p) Soil samp <br /> in ppm <br /> 4 5' I I Q First enco5 Not Detected tin = 7/& and <br /> I <br /> i I E <br /> Contact 1 Water level measured <br /> M 0 j Y = 7/8/94 <br /> 9 Sandpack interval Well screen interval <br /> YD IND <br /> —5 2900/ND 24001AID NnImp 29' Total Depth of boring <br /> c LEGEND <br /> JI li <br /> _�I ! Grovels <br /> (GW and GP) <br /> Gravels <br /> 15 1/t'1� (GM and GC) <br /> Sands <br /> �ti'U/h:1 <br /> (SW and SP) <br /> 20 lC,00/N!1 1.C7001NV ® Sands <br /> 5' <br /> 31 5' 31 (SW — SC) <br /> v <br /> LU ® Sands <br /> —25 <br /> Illlfii Sands <br /> (SM and SC) <br /> 3O ® Silts and Clays <br /> (ML to CL) <br /> NPIO 018 j � � Sills and Clays <br /> —35 1 ; ,f 3o/G 46' (MH to CH) <br /> Silts and Clays <br /> (OH and OL) <br /> —40 SCALE Q N O T E S <br /> NORZ 1"=20' <br /> VERT 1"=10' �� � � /— � _� 1 General stratigraphic relationships are <br /> 45displayed Additional horizontal and vertical <br /> 55' vanations may exist <br /> CROSS SECTION B—B' FIGURE <br /> GeoStrategles Inc. 1601 Former UNOCAL Service Station #0187 <br /> GSI <br /> 437 E Miner Avenue <br /> Stockton, California 4 <br /> JDB NUMBER REVIEWED BY DATE REVISED DATE <br /> 4827703-5 81/94 <br />