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LOG OF BORING B-4 <br /> PROJECT SITE 2240 NOI'th ShOf@ DriV@ <br /> Minnetonka Center for the Arts Wayzata, Minnesota <br /> CLIENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> W QP(� <br /> W ^ —'O-- <br /> � � 7 2 3 4 5 <br /> m J � DESCRIPTION OF MATERIAL WATER <br /> � ? tu � � c~n � CONTENT°� <br /> W Z W � U � m --�-- <br /> � <br /> � � � � � � J � STANDARD PENETRATION(BLOWSIFOO� <br /> � Z � � SURFACE ELEVATION a w > —�� ` <br /> a i 962.6 cn � z ,o zo ao ,w ao <br /> Brown SANDY SILT WITH CI.aY, trace <br /> 1AS organics-(ML) (Topsoil)-Frost encountered +� <br /> to 1.6 feet <br /> 2.0 <br /> Brown fine SILTY SAND, trace silty clay <br /> 2SS seams-loose-damp-(SM) � � 2� <br /> 4.0 � <br /> Brown fine SILTY SAND WITH CLAY- <br /> 3SS medium dense-damp-(SM-SC) �o <br /> 6.0 <br /> Brown SILTY CLAY WITH SAND-stiff-(CL) � <br /> 4SS 11 <br /> 1 <br /> \ <br /> 9A 1 <br /> Brown CLAYEY SILT,trace sand-very stiff- \ ' <br /> 5SS (ML) �8 <br /> I <br /> I <br /> I <br /> I <br /> 6SS 21 � <br /> 15.0 <br /> End of boring at 15 feet <br /> Hollow stem auger used full depth <br /> Botehole backfilled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwater not encountered �n+�cot�su�ra�rrs,�Nc. BORING COMPLETED 1/3/01 <br /> W.L. while drilling orafter HSA ��'�,",�;`� ��a1 RIG BK51HD �R�LLER TA <br /> W.�, remova �"""�147 oRawrv KMB APPROVEDWCK <br /> �,z�s�-,e� <br /> �os� 9256 SHEET 1 of 1 <br /> The stratiflcation lines represent approximate boundaries <br /> between soil ea;insitu the trans�ion ma be radual. <br />