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LOG OF BORING B-6 <br /> PROJECT s�� 2240 NOrth Shore Drive <br /> Minnetonka Center for the Arts VNayzata, Minnesota <br /> CLIENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> � na c� <br /> � ^ --0-- <br /> 7 2 3 4 S <br /> m J Z DESCRIPTION OF MATERIAL WATER <br /> � � � 4= �W � CONTENT°r6 <br /> W Z W V I— m --�-- <br /> �� � a} � ia- � � � STAND�ARD PENETRATION(BLOWS/FOO� <br /> F- <br /> Q � � 3 � SURFACE ELEVATION � a w > —�– <br /> 965.3 v� � z ,o zo ao eo so <br /> Brown fine SILTY SAND-(SM)-Frost <br /> 1AS encountered to 1.6 feet <br /> 2.0 <br /> Brown SANDY SILT-medium dense-(ML) <br /> 2SS �a <br /> ' 4.0 � <br /> Brown fine SILTY SAND-medium dense- � <br /> 3SS damp-(SM) 12 <br /> 6.0 <br /> Brown CLAYEY SILT with sandy silt seams- � <br /> 4SS very stiff-(ML) 16 � 2� <br /> 1 <br /> \ <br /> 9.0 <br /> Gray brown fine SILTY SAND-medium \ ' <br /> 5ss dense-damp=(SM) 23 � <br /> � <br /> I <br /> I <br /> I <br /> 13.0 , I <br /> Brown SANDY SILT-medium dense-(ML) � . <br /> 6SS .. 21 . <br /> 15.0 <br /> End of boring at 15 feet <br /> Hollow stem auger used fuli 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 /> Ci�otedx�cN M�arhb Ernkam�ntal <br /> W.L. while driliing orafter HSA �,��p�nA�� RIG BK51HD DRILLER TA <br /> W.L. remova Mr,�.,,aa��ss�a� DRAWN KMB nPPaove�lNCK <br /> �e,�sss-,�e <br /> �oB� 9256 SHEET 1 of 1 <br /> The stratification lines represent approximate boundaries <br /> between soil s;insitu the transition ma be raduaL <br />