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A, FIGURE 3 <br /> North A S823 SB22 MW6/SB21 South <br /> 0 '1 41X4, 4, D LEGEND <br /> i 15 <br /> —15 GRAVEL. SILT, SAND <br /> lbFM MEDIUM SAND (SP) <br /> LSILTY SAND (SM) <br /> 30 —30 <br /> r� <br /> LOW PLASTICITY CLAY (CL) <br /> W <br /> U_ <br /> 45 <br /> •' � <br /> F=- SILT. CLAYEY SILT (ML) <br /> a :::: <br /> w .................... <br /> . : <br /> SILTY OR SANDY cur (CL) <br /> ;. : : <br /> • 90 GROUNDWATER <br /> .�......... .............. ...........-...- ...............-. AS MEASURED ON <br /> ? ? ? .`............ <br /> . ... f .•'�f: :f � ( AUGUST 4 1990 <br /> l l CLAYEY SAND (SC) <br /> 75 —75 <br /> 0 5 10 15 20 25 30 35 <br /> DISTANCE (FEET) <br /> 102 SOUTH WILSON WAY, STOCKTON <br /> SCALES 15, NOTE : <br /> HORIZONTAL : IIN -15 FT STRATIFICATION LINES REPRESENT UNDERGROUND TANK INVESTIGATION <br /> VERTICAL : 1 IN - 5 I7 APPROXIMATE BOUNDARIES BETWEEN ' <br /> BE GRADUAL. <br /> SOIL PIPES. THE TRANSITION MAY CROSS - SECTION A-A <br /> SEPTEMBER 1990 <br /> 0 5• 1 FEDSHILL - HERKENHOFF, INC. <br />