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• • • <br /> 15 SB QR� 9 A-A' FORMER <br /> T1= G sE EXPLANATION <br /> U-F U-2 U-D U.0 TANK U-S Pavement section <br /> TPH-G/Benzene <br /> i0 concentrations AIB Soil sample interval <br /> ND/Nl1 I I in ppm <br /> I Q First encountered water <br /> 5 4 5' i i Not Detected ND = 7/6 and 7/7/94 <br /> I I <br /> I I <br /> Contact — I Water level measured <br /> = 7/8/94 <br /> ------J Sandpach Interval Well screen interval <br /> a <br /> J <br /> cn _5 NDIND 2900/0 2400/ND ND/ND 29' Total Depth of boring <br /> C - - -? LEGEND <br /> ? r Gravels <br /> > 10 " / `— �-- (GW and GP) <br /> a Pi—To-77 Grovels <br /> aa, e (GM and GC) <br /> m15 B 3/ND <br /> � � Sands <br /> (SW and SP) <br /> 20 ND/N0 1600/ND 2300/ND ® Sands <br /> (SW — SC) <br /> 4J ® Sands <br /> ND/ND <br /> 25 (SP — SC) <br /> i Sands <br /> (SM and SC) <br /> 30 ® Silts and Clays <br /> (ML to CL) <br /> ND/Q Of6 _ ® Silts and Clays <br /> 3301048 (MH to CH) <br /> 35 Silts and Clays <br /> (OH and OL) <br /> 40 SCALE N O T E S <br /> HORZ 1' =20' <br /> VERT 1"=10' 1 General stratigraphic relationships are <br /> displayed Additional horizontal and vertical <br /> 45 _ �5' variations may exist <br /> CROSS 5 � 0� Q— ' FIGURE <br /> GeoStrategles Inc. 60' Former UNOCAL Service Station #0187 <br /> Psi 437 E Miner Avenue <br /> 4 <br /> Stockton, California <br /> JOB NUMBER REVIEWED BY DATE REVISED DATE <br /> 4827703-5 8/94 <br />