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LOG OF BORING P-1 <br /> PROJECT SITE 2240 North Shore Drive <br /> Minnetonka Center for the Arts Wayzata, Minnesota <br /> CUENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> � aP c�m <br /> � ^ --p-- <br /> 1 2 3 4 S <br /> m J � DESCRIPTION OF MATERIAL WATER <br /> � � � yW � CONTENT q6 <br /> � Z W � (� F- m --�-- <br /> a �n <br /> � a � w la– g � � STANDARD PENETRATION(BLOWSIFoo'n <br /> � Q � � SURFACE ELEVATION a w > —�— <br /> �' 964.9 v� � z �o zo ao ,eo so <br /> Brown SILTY CLAY, trace sand, organics- <br /> 1AS (CL-ML) (Topsoil)-Frost encountered to 1.6 z <br /> feet <br /> 2.0 <br /> Brown CLAYEY SILT WITH SAND-very stiff- <br /> 2SS (ML) 22 z� <br /> 4.0 � <br /> Brown SILTY CLAY WITH SAND-very stiff- <br /> 3SS (CL-ML) � � <br /> 6.0 <br /> Brown SANDY SILT WITH CLAY, trace sand � <br /> 4SS seams-medium dense-(ML) 17 � 2� <br /> 8.0 <br /> Brown fine SILTY SAND, trace silt seams- <br /> 5SS medium dense-damp-(SM) 23 � <br /> 10.0 <br /> End of boring at 10 feet <br /> Hoilow stem auge�used full depth <br /> Borehole backfilled with cuttings ' <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/O 1 <br /> W.L. Groundwater not encountered �ME coNsu�Tan�rs,iNc. BORING COMPLETED 1/3/01 <br /> W,�, while drilling or after HSA ,�z"�',,,�' � RIG BK51 HD DRILLER TA <br /> W.L. �remova ����� DRAWN KMB APPROVEDWCK <br /> �oe� 9256 SHEET 1 of 1 <br /> The stratfication lines represent approximate boundaries <br /> between soil types;Insitu the transition may be raduaL <br />