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� LOG OF BORING P-4 <br /> PROJECT SITE 22 40 No� Shore Drive <br /> Minnetonka Center for the Arts Wayzata, Minnesota <br /> ; CLIENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> �j QD Os� <br /> W '� ——�—— <br /> u' 1 2 3 4 S <br /> W J CW7 DESCRIPTION OF MATERIAL WATER <br /> m F <br /> � � vW� ,� CONTENT°k <br /> W Z W � V F— m --�-- <br /> � uJ' � � � � � j STAN�4RD PENETRATION(BLOWS/F00'� <br /> Q � a 3 � SURFACE ELEVATION � 960.1 a � z �0 20 �— 40 ,o <br /> Brown fine to medium SILTY SAND, trace clay <br /> 1AS -(SM)-Frost encounte�ed 401.6 feet <br /> 2. <br /> Brown SILTY SANDY CLAY, trace gravel- <br /> 2ss firm-(CL) s � o <br /> 4.0 I <br /> Brown CLAYEY SILT WITH.SAND, trace sand <br /> 3SS seams-firm#o stiff-(CL-ML) � � <br /> I <br /> . � <br /> I <br /> 4SS g 2j <br /> I <br /> 5SS 10 O ?� <br /> 10.0 � <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 CONSULTANTS,INC. BORING COMPLETED 1/3/01 <br /> W.L. while drilling o�after HSA ,�„�,� E""''°"""�"' RIG BK51 HD DRILLER TA <br /> W.L. remova �7z""���"�� oRnwN KMB APPROVEDWCK <br /> � JOB� 9256 sHEEr 1 of 1 <br /> The stratfication lines represent approximate boundaries <br /> beiween soil s;insitu the transition ma be raduai. <br />