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' 1 <br /> 1 A <br /> WEST EAST LEGEND <br /> SB_.7SB-8 ASPHALT <br /> 0 ASPHALT 0 CL U SIC S SYMBOL <br /> ' - <br /> CL CLA Y APPROXIMATE CONTACT BETWEEN <br /> 5 5 SOIL TYPES <br /> 16 SIL Ty 006 VAPOR SENSOR READING IN PPM <br /> ' <br /> CL SIL TY CLA Y SAND <br /> 10 10 CLAY BACKFILL 10 SAMPLE SENT FOR CHEMICAL ANALYSIS <br /> <0 1 40 TOTAL LEAD {mg/kg} <br /> 1 �0 001 3 CD 1 TOTAL PETROLEUM HYDROCARBONS {ppm} <br /> 15 <0 001 4 08 L-- 15 0 004 BTO�LIIZENE kppim <br /> l0OQ2 1 0 1 0 06 G0 001 ETHYI_BEN (ppm) <br /> 1 0 004 <0 005 XYLENE (ppm <br /> 20 ML 1.2 0 005 CL 20 s WATER LEVEL — 8/8/8-a <br /> CLA YEY SILT 1 <br /> ' 4.0 ~� TO TOTAL DEPTH - <br /> 25 <0.2 SM 25 <br /> Q <0002 1'4 - � 0�8 FO MER TANK EXCAVATION BOUNDARY <br /> 0 <0 002 �� a <br /> 30 <0.002 SM 5,0 SILTY SAND 110 T.D.= 26.5 FT 30 <br /> a 3 <br /> m <0.001 <br /> 1 T.D.- 31.5 FT <0.001 m <br /> w 35 <00.001 35 w <br /> U <br /> z 40 z 10 FT. <br /> 1 <br /> F- <br /> a_ w <br /> o � <br /> 1 45 45 <br /> 0 <br /> 50 50 <br /> 1 VERTICAL SCALE <br /> 55 55 0 10 FT <br /> ' 60 60 HORIZONTAL SCALE <br /> 65 65 FIGURE 5 <br /> GEOLOGIC CROSS SECTION A - A' <br /> 70 70 MORELAND COURT SHELL <br /> 7700 MORELAND COURT <br /> STOCKTON, CA <br /> ' P ECT NO DRAWN BY <br /> �"14-8 9 0 12/17/90 <br /> R NO. PREPARED BY Delta <br /> 148-1 E.0 9/20/89 <br /> Environmental <br /> SIDN NO REVIEWED BY Environmental <br /> Consultants. Inc. <br />