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15 8W 9 A•A' FORMER U G HE <br /> B 00 TANK SITE B, EXPLANATION <br /> U-F U-2 U-D U-C I U-3 Pavement section ' <br /> 10 /I X X, I M-G/Benzene <br /> concentrations A/87 Sod sample Interval <br /> in ppm <br /> 4 5' i i Q First encountered water <br /> 5 Not Defected HD = 7/6 and 7/7/94 <br /> r � <br /> V) i i Contact = Water level measured <br /> s 7/8/94 <br /> 0 __J <br /> Sandpack Interval Well screen Interval <br /> J <br /> CU ND,/ND <br /> Ln 2900,10 24001.0 NI1/ND 29' Total Depth of boring <br /> -5 <br /> -- --? LEGEND <br /> �'— <br /> ��l Gravels <br /> 10 — — -"� '� L__ (GW and GP) <br /> > , <br /> Gravels <br /> 15 G VAT <br /> and GC) <br /> Sands <br /> C (SW and SP) <br /> Q20 1600/tiu '300/NU ® Sands <br /> 315, 3r 5' (sw - SC) <br /> Sands <br /> 25 (SP - SC) <br /> mSands <br /> (SM and SC) <br /> 30 Silts and Clays <br /> (ML to CL) <br /> al0 018 ® Silts and Clays <br /> 35 = f 43U/u 49 (MH to CH) <br /> _I Slits and Clays <br /> - (OH and OL) <br /> a0 SCALE N O T E S <br /> HORZ 1"=20' <br /> VERT 1"=10' 12 1 General strotlgraphlc relationships are <br /> displayed Additional horizontal and vertical <br /> 45 ?_ —? S5' variations may exist <br /> f CROSS SECTION B-6' FIGURE <br /> GeoStrategies Inc Ise I Former UNOCAL Service Station #0987 <br /> G�� 437 E Miner Avenue <br /> Stockton, California <br /> JOB NUMBER REVIEWED BY DATE REVISED DATE <br /> 4827703-5 8/94., <br />