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LOG OF BORING B-7 <br /> PROJECT SITE �40 NOPthMShore Drive <br /> Minnetonka Center for the Arts ayzata, innesota <br /> CLIENT ARCHITECT-ENGINEER <br /> M.A. Mortenson Company James Dayton Design, Ltd. <br /> � ap c«� <br /> - � ^ --0-- <br /> 1 2 3 4 S <br /> � ? J � DESCRIPTION OF MATERIAL � WATER <br /> W W � CONTENT°r6 <br /> 2 W � V F- m --�—- <br /> � a �- W �a,,, U ? � STANDARD PENETRATION(BLOWS/FOO� <br /> Q � � 3 � SURFACE ELEVA T I ON � a w > —�- <br /> 961.5 cn � z �o � � ,a � <br /> Brown flne to medium SILTY CLAYEY SAND, <br /> 1AS trace gravel-(SC-SM)-Frost encountered to , <br /> 1.6 feet <br /> 2.0 <br /> Brown fine to medium SILTY SAND-loose- <br /> 2SS damp-(SM) 8 <br /> 4A <br /> Brown fine SILTY SAND-medium dense- � � <br /> 3SS damp-(SM-ML) 13 � <br /> 6.0 <br /> Brown fine SILTY SAND with clayey silt � <br /> 4SS seams-medium dense-damp-(SM) 14 � <br /> I <br /> I <br /> 9.0 <br /> Brown SANDY SILT,trace clay-medium I � <br /> 5SS dense-(ML) 15 ,�I�, 2� <br /> �� <br /> I <br /> I <br /> I <br /> I <br /> 13.0 � <br /> Gray brown fine to medium SAND WITH .�. � . . <br /> 6SS SILT, trace gravel-medium dense-damp- �� � <br /> (SP-SM) <br /> 15.0 <br /> End of boring at 15 feet <br /> Hollow stem auger used full depth <br /> Borehole backfilled with cuttings <br /> WATER LEVEI OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwater not encountered OME CON3ULTANT3,iNc. BORING COMPLETED 1/3/01 <br /> W.L. while drilling or after HSA ,��,,,�° �"��"°� RIG BK51 HD DRILLER TA <br /> W.L. ��'tOVB (e12��e��aa� DRAWN KMB APPROVE�INCK <br /> �oB�e 9256 SHEET 1 of 1 <br /> The stra�flcation lines represent approximate boundaries <br /> between soii ty es;insitu the transition ma be radual. <br />