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LOG QF BORING P-2 <br /> PROJECT SITE 2240 North Shore Drive <br /> Minneto�ka Center for the Arts Wayzata, Minnesota <br /> CLIENT ARCHITECT-ENGINEER <br /> M.A. Mo�tenson Company James Dayton Design, Ltd. <br /> � �can <br /> w --0-- <br /> � 1 2 3 F. 6 <br /> m J � DESCRIPTION OF MATERIAL � � WATER <br /> w � �''� � W � CONTENT°�6 <br /> LL Z W � CJ H y W --�-- <br /> T � � � � � J J STANDARD PENETRATION(BLOWSIFOO� <br /> F a � � � <br /> w z a SURFACE ELEVATION a w > —�— <br /> e � a 3 m i 964.5 v� � z ,o so ao eo so <br /> Dark brown CLAYEY SILT WITH ORGANICS <br /> 1AS -(ML-OL)(Topsoil)-Frost encountered to 1.6 <br /> feet <br /> 2.0 <br /> Brown CLAYEY SILT WITH SAND-firm- <br /> 2SS (ML) 6 � '� O <br /> I <br /> I <br /> 3SS 7 � �� <br /> 6.0 � <br /> Brown fine SILTY SAND, dark brown sandy <br /> 4SS silt seam-medium dense-damp-(SM) 12 <br /> 8.0 <br /> Dark brown fine SILTY SAND-medium dense I <br /> 5SS -damp-(SM) 12 <br /> 10.0 <br /> End of boring at 10 feet <br /> Holtow stem auger used full depth <br /> Borehole backfilled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwater not encounte�ed GME CON3ULTANTS,INC. BORING COMPLETED 1/3/01 <br /> 1�/,�, while drilling or after HSA ,��Z"�',",�;'��°�'� RIG BK51 HD DRILLER TA <br /> W.L. remova M�,�� �w�wN �g APPROVEDWCK <br /> ro,z>sss.,ess <br /> �oe� 9256 SHEET 1 of 1 <br /> The stratification lines represent approximate bounda�ies <br /> beiween soil s;insitu the transition ma be raduaL <br />