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15 N SECTION g_W FORMER UG SE <br /> A BEND I TANK SITE A' EXPLANATION <br /> U-1 U-J E U-C F U-M <br /> Pavement section <br /> 10 TPH—G/Benzene <br /> concentrations AIBT Soil sample Interval <br /> I I in ppm <br /> �7 First encountered water <br /> 5 i i Not Detected ND = 7/6 and 7/7/94 <br /> I I <br /> V) i i Contact water level measured <br /> � I i 7/8/94 <br /> Sandpack Interval Well screen Interval <br /> cn ND/ND <br /> ,2400 NO/ND 29' Total Depth of boring <br /> -� �_ _ , _ � � w _ ` � / D � 12LEGEND <br /> Gravels <br /> 10 ? 9— — _/ — / ` --� �--- (GW and GP) <br /> Gravels <br /> ` 17 ND 24100079 (GM and GC) <br /> 15 Sands <br /> (SW and SP) <br /> ND Sands <br /> f40 <br /> o ND/ND _ _ 2340 140I <br /> ND <br /> _ y —� ' F� 315' <br /> 15 /ND ® (SW — SC) <br /> La ® Sands <br /> (SP — SC) <br /> 25 12 — — — Sands <br /> Q (SM and SC) <br /> ND/ND Silts and Clays <br /> a <br /> 30 <br /> 415' — (ML to CL) <br /> Silts and Clays <br /> 35 ND/ND 5101046 (MH to CH) <br /> ? I <br /> 466, 7i Silts and Clays <br /> 2 (OH and OL) <br /> 40 SCALE NOTES <br /> HORZ =20' 1 General stratlgraphlc relationships are <br /> VERT 1"=10' displayed Additional horizontal and vertical <br /> 145 55 variations may exist <br /> CROSS SECTION A—A' FIGURE <br /> GS1 GeoS#rategies Inc. Former UNOCAL Service Station #0187 <br /> 437 E Miner Avenue 3 <br /> Stockton, California <br /> JOB NUMBER REVIEWED BY DATE REVISED DATE <br /> 4827703-5 8/94 <br />