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70 <br />60 <br />ZIR <br />s0 <br />X <br />Lil <br />Q <br />`Z 40 <br />1— <br />(� 30 <br />F-- <br />0 <br />Q <br />J 20 <br />0- <br />10 <br />7 <br />4 <br />0 <br />0 <br />^H, of OH <br />L or OL <br />O MH or OH <br />aL Or OL <br />LIQUID LIMIT M <br />Gwtwresncd_ ASTH D-4�ixd:-I', <br />SYMBOL <br />BORING <br />NUMBER <br />DEPTH <br />(feet) <br />CLASSIFICATION <br />LL <br />M <br />PL <br />(%) <br />Pt <br />(%) <br />MOISTURE <br />CONTENT (X) <br />E] <br />BH -1/ <br />5.0 <br />BROWN LEAN CLAY W/SAND <br />31 <br />22 <br />9 <br />21.7 <br />(CL) <br />S-1 <br />_ <br />0 <br />BH—I/ <br />13.0 <br />BROWN LEAN CLAY W/SAND <br />43 <br />22 <br />21 <br />25.6 <br />(CL) <br />S-3 <br />V <br />BH—I/ <br />33.0 <br />BROWN SILTY SAND <br />30 <br />24 <br />6 <br />27.9 <br />ST -7 <br />O <br />BH—l/ <br />50.0 <br />BROWN CLAYEY SAND <br />36 <br />21 <br />15 <br />22.9 <br />ST -10 <br />+ <br />BH -1/ <br />62.0 <br />BROWN CLAYEY SAND <br />NP <br />NP <br />NP <br />(SC) <br />PB -12 <br />O <br />BH -1/ <br />76.0 <br />BROWN CLAYEY SAND <br />45 <br />24 <br />21 <br />27.8 <br />PB -14 <br />X <br />BH -1/ <br />92.0 <br />BROWN SILT W/SAND <br />33 <br />24 <br />9 <br />30.6 <br />(ML) <br />S-16 <br />$ <br />BH -2/ <br />8.0 <br />BROWN SILT W/SAND <br />30 <br />23 <br />7 <br />22.7 <br />(ML) <br />Harding Lawson Associates P1a8IIC1Ly %,nari <br />Engineerng and <br />Emironmental Services <br />DRAWN J08 NUMBER APPROVED O••TE -- AEV.SEU CA c <br />05561.078.01 F��{{�d�\ 05-20-1992 <br />