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. <br /> r ao. �r sM <br /> LOG OF BORING <br /> I NTE RTE� <br /> Braun Project BL-06-04823 <br /> GEOTECHNICAL EVAI,UATION BORINC: ST-3 <br /> Proposed Po�l LOCATION: West boring location <br /> 2180 Abingdon VVay <br /> Orono,Minnesota � <br /> DRIL•��:;K; Mike McWilliams METEIOD: 3 1/4°HSA Autoha�muer DATE: l0/24/06 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL MC qp Tests or Notes <br /> 967.0 O.0 �ymba! (ASTIvi D2488 or D2487) °/a tsf <br /> • 9G6.3 p.7 CL SANDY LEAN CLAY,black,wet. <br /> CL (ToUso�� <br /> SANDY LEAN Ci,AY,with a trace of Gravel,dark <br /> brown,rnoist to wet,medium. <br /> (G(acial Til!) 6 <br /> 963.0 4.0 ' <br /> CL SANDY LEAN CLAY,with a trace of Gravel,brown <br /> to13 feet then gray,wet,medium to very stiff. 8 <br /> (Glacial Till) <br /> N " <br /> �r <br /> � <br /> .� <br /> .? <br /> � 13 2 <br /> � <br /> �.. <br /> 0 <br /> � <br /> 0 <br /> c° 7 2 <br /> � <br /> � <br /> � <br /> v 9 22 <br /> � <br /> � <br /> > - <br /> 0 <br /> c <br /> c <br /> � �� <br /> E� <br /> > I <br /> U <br /> y <br /> G <br /> � <br /> � <br /> �7 <br /> 946.5 20.5 _� <br /> END OF BORING. <br /> Water nat observed with 19 feet of hollow-stem auger in <br /> �� the ground. <br /> �: <br /> � Water not observed to cave-in depth of 17 feet <br /> N iimnediately after withdrawing the auger. <br /> j Boring immediately backfilled. <br /> � <br /> � <br /> � <br /> d <br /> v <br /> �� <br /> 3 <br /> � <br /> a <br /> V <br /> �n --- <br /> t <br /> � <br /> � <br /> 4 � <br />