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LOG OF BORING B-2 <br /> PROJECT SITE ?240 NortMShore Drive <br /> Minnetonka Center for the Arts Wayzata, innesota <br /> CLIENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> � ap c� <br /> � � Z --0-- a s <br /> � <br /> w � DESCRIPTION OF MATERIAL � WATER <br /> � _ '� ��" W � CONTENT% <br /> Z W � U I- m --�-- <br /> u- � } � � � J j STANDARD PENETRATION(BLOWSIFOO� <br /> � � Q � SURFACE ELEVATION a w > —�— <br /> � �d' 3 v� � 961.3 m � z �o so ao 4o so <br /> Brown CLAYEY SILT,trace organics-(ML) <br /> 1AS (Topsoil)-Frost encountered to 1.6 feet <br /> 2A <br /> Gray brown fine SILTY SAND-loose to <br /> 2SS medium dense-damp-(SM) 9 <br /> \ <br /> \ <br /> 3SS 15 � <br /> 6.0 <br /> Brown SANDY SILT-medium dense- � <br /> 4SS (SM-ML) 15 � <br /> I <br /> � I <br /> 9.0 I <br /> Gray brown fine SILTY SAND, trace clayey silt � � <br /> 5SS seams-medlum dense-damp-(SM) �� ]� <br /> ��� <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> sss zo <br /> 15.0 <br /> End of boring at 15 feet <br /> Hoilow stem auger used fuil depth <br /> Borehole backfilled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwater not encountered GME CONSULTANTS,INC. BORING COMPLETED 1/3/01 <br /> W,�, while drilling or after HSA ,�z'd,"�„�' � R�G BK51 HD ����R TA <br /> W,�, remova �"""�� �Rnwr� KMB �'PRo��WCK <br /> �e,�a�,� <br /> ,roe�e 9256 sHeEr 1 Of 1 <br /> The stratification lines represent approximate boundaries � <br /> between soil s;insitu the transition ma be radual. <br />