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LOG OF BORING P-3 <br /> PROJECT SITE 2240 North Shore Drive <br /> Minnetonka Center for the Arts Wayzata, Minnesota <br /> CLIENT ARCHITECT ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> av c� <br /> � --0-- <br /> 1 2 3 4 5 <br /> mJ � DESCRIPTION OF MATERIAL � WATER <br /> �j � W? � WN � CONTENT% <br /> � 2 W W V F- m --�-- <br /> W a J a � � � STANDARD PENETRATION(BIOWS/FOO'n <br /> OJ. � � ~ <br /> O � � 3 � SURFACE ELEVATION a w > —�— <br /> i 960.9 v� � z ,o zo ao eo so <br /> Brown CLAYEY SILT WITH SAND, trace <br /> 1AS arganics-(ML)(Topsoil)-Frost encountered z� <br /> to 1.6 feet <br /> 2.0 <br /> Brown SANDY SILT WITH CLAY-loose- <br /> 2SS (ML) � � 2� <br /> I <br /> I <br /> 3SS 7 � � <br /> 6.0 � <br /> Brown fine SILTY SAND, trace clayey silt � <br /> 4SS seams-medium dense to loose-damp- �o <br /> (SM) <br /> I <br /> I <br /> 5SS 9 <br /> 10A <br /> End of boring at 10 feet <br /> Hollow stem auger used full depth <br /> Borehole backfilled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwater not encountered GME CON3ULTANT3,iNc. BORING COMPLETED 1/3/O1 <br /> W.L. while drilling or after HSA ,�'�a �""�°""'"�' RIG BK51 HD DRILLER TA <br /> w,�, remova ����� DRAWN KMB APPROVEDWCK <br /> �a��ssa�e�e <br /> �oe s 9256 sHeer 1 of 1 <br /> The stratiflcation lines represent approximate boundaries <br /> between soil es;insitu the transition may be radual. <br />