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� <br />� <br />� <br />i <br />i . <br />i, <br />i ,t <br />I, <br />I` <br />!; <br />It <br />�: <br />te <br />i' <br />I � KEY: <br />� fleletively undisturbcd sample o6tained <br />� with a Demes & Moore Type-U samD�er <br />driven with a 300 pound hammer felling <br />t i 301nches. <br />❑ Sampling ettempt Wi�h no recovary. <br />0 StenJerd Penetration Tast samp:e. <br />� Disturhed sample. <br />$Z Groundwater depth. <br />3289-044 <br />LABORATORY TEST <br />DATA <br />m <br />d � �' o a'e d <br />LL � t V� � O T <br />5 d i d �� V o I— <br />t � y � m y � m <br />y p� w a <br />p F W � U � m <br />35 m m <br />88 . <br />, �.'.''.'•'•. <br />40 <br />13.6 121.7 43 . <br />, ��•..•:�;.. <br />45 <br />I78.4 708.9 53 <br />, ��. '..••. <br />60 <br />34 : :.-.: <br />� •���,�.'•'•. <br />55 <br />30 , :':...:'.. <br />�� . • <br />cs <br />50/4" � ; <br />58 ... '.. <br />, ; :'�: : �• `. <br />0 <br />BORING C-1-94 <br />Date Driiled: December 27, 1 g94 <br />Surface Elevation: 710.9+(- feet <br />Becomes very dense <br />Gray fine SAND, dense, some silt <br />Gredes to fine to medium SAND, with trece pravel <br />Gray fine to coarse SAND, very dense, with small gravei <br />fine <br />Continued Next Page <br />trace to some <br />BORING LOG <br />� <br />� <br />DAMES & MOORE <br />Figure A-16 <br />