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LOC OF BORING B-3 <br /> PROJECT SITE 2240 North Shore Drive <br /> Minnetonka Center for the Arts Wayzata, Minnesota <br /> CLIENT ARCHITECT ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> � cp c� <br /> � ^ --0-- <br /> t z 3 a s <br /> mJ � DESCRIPTION OF MATERIAL WATER <br /> � W � . �i � CONTENT% <br /> W Z Wa � (� � y m --�-- <br /> a � W �.Q.. . g J J STANDARD PENETRATION(BLOWSIFOO� <br /> W � � Q � SURFACE ELEVATION a w > -�— <br /> 7d' � �' 961.8 �n � z �o so ao ao so <br /> Brown SANDY SILT,trace clay, organics- <br /> 1AS (ML)(Topsoil)-Frost encountered to 1.6 feet <br /> 2.0 <br /> Brown CLAYEY SILT WITH SAND-stiff- <br /> ZSS (ML) 8 2� <br /> 4.0 � <br /> Brown SANDY SILT-loose-(ML) <br /> 3SS 6 � �� <br /> 6.0 � <br /> Brown CLAYEY SILT,trace sand-stiff-(ML) � <br /> 4SS 8 3j <br /> 9.0 <br /> Gray brown fine SILTY SAND-medium 1 " <br /> 5SS dense-damp-(SM) 14 � <br /> I <br /> I <br /> I <br /> I <br /> 13.0 � <br /> Brown and�ray brown SANDY SILT WITH <br /> 6SS CLAY-medium dense-(ML) ' �s � � <br /> 15.0 <br /> End of boring at 15 feet <br /> Hollow stem auger used fuli depth <br /> Borehole backfllled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> . W.L. Groundwater not encountered GN�CONSULTANT3�INC. BORING COMPLETED 1/3/01 <br /> W.�, while drilling or after HSA �,�Z°�;q,�� E"V1f0""1°"� RIG BK51HD DRILLER TA <br /> W,�, remova M��"��� �w�,ww KMB APPROVEDWCK <br /> �s,�ssa.,e5s <br /> �oe� 9256 sH�r 1 of 1 <br /> The stratification lines represent app�oximate boundaries <br /> between soil types;insitu the transftion may be raduaL <br />