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i <br /> I <br /> 9 <br /> A A FIGURE 5 <br /> i SVV � E LEGEND <br /> MW4• TB6 TB7 TB8 MW <br /> 0 Q 0 v UNCONSOLIDATED FILL. <br /> v GRAVEL, SILT, SAND <br /> .. ........ ... <br /> oer. <br /> 01 <br /> ............... <br /> Of <br /> - F1NE, MEDIUM SAND (SP) <br /> 95 00 15 <br /> SANDY CLAY,(CL/SC) <br /> N... .• <br /> 30 30 LAW PLASTICITY CLAYCL. <br /> C ) <br /> LL 1!o:' �" =i SILT, CLAYEY SILT (ML) <br /> LL. •• .P. <br /> 45 . ..... . .. •.............- - -• 45 <br /> g - .. • UNCONSOLIDATED ORGANIC FILL <br /> IL ? . GROUNDWATER <br /> ' LLI . � II II II II ���II II III 12/27/89 <br /> ALTERNATING SILT AND CLAY LAYERS <br /> 60 • . ��sjjj j'' 60 <br /> ''`'• ;� SILTY CLAY (CL) <br /> 73 <br /> 75 <br /> 0 15 30 43 60 75 g0 105 120 <br /> DISTANCE (FEET) 1 SOUTH®2 H illLSQN NAY, STOCKTON <br /> SCALES 151, NOTE . <br /> PRELIMINARY SITE ASSESSMENT <br /> HORIXOMTAL : V' 1*5 FT STRAT RCAT10N LINES REPRESEIT UNDERGROUND I Ate K INVESTIGATION <br /> VE <br /> TiC L : 10 - 13 FT APPROXIMATE BOUNDARIE:3 BETWEEN <br /> SOIL. TYPES. THE TRANS1TiON MAYA <br /> � S E C T � N — A ' <br /> BE 0W. UAl— <br /> JANUARY i 99C <br /> I..EEDSHILL --• HERKErNHOFF, INC. <br /> 1 <br />