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I D>ATION llSN3 2 2= <br />- D= <br />5 0: <br />O 09 <br />ELEV 30 <br />BORING 1 (Continued) <br />DATE DRILLED:June 5, 1997 <br />EQUIPMENT USED: 18" - Diameter Bucket <br />ELEVATION:100.6 ** <br />60 - <br />45 <br />SAND - fine, some Gravel, few Cobbles (to 5" in size), lightD ..brown22: i <br />20 <br />t.ip: <br />ML SANDY SILT - brown <br />50 20.5 108 6 1 <br />ML CLAYEY SILT - brown <br />55 16.1 116 4 1 <br />Layer of Sandy Silt <br />19.3 114 11 /-,7,-----60 .N : SM SILTY SAND - fine to medium, about 20% Gravel, brown <br />R bt <br />A :.13 Sw SAND - well graded, light brown <br />2.9 114 14 1 2··.3 -65 <br />:d '. <br />ML CLAYEY SILT - some Sand, brown <br />70 24.5 101 17 1 <br />(BORING TERMINATED AT A DEPTH OF 70' DUE TO LACK OF <br />PROGRESS) <br />NOTE: Water level measured at a depth of 65 !4' 15 minutes after <br />completion of drilling. Caving from 6' to 10' (to <br />3' in diameter) and below 6614' <br />LOG OF BORING <br />LAW/CRANDALL <br />FIGURE A-l.lb <br />I JCIO 131_I DI/25 GIV M-C 'Note: The log of subsurface conditions shown hereon applies only at the specific boring location and at the date indicated.It is not wairanted to be representative of subsurface conditions at other locations and times.W Ull <br />0 <br />u'l <br />1 <br />1 <br />50 - <br />55 -