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LOG OF BORING B-1 <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 Dayto� Design, Ltd. <br /> � op c� <br /> �u --0-- <br /> 7 2 3 4 S <br /> mJ � DESCRIPTION OF MATERIAL � WATER <br /> � � w � c~n � CONTENT% <br /> � z' �, � � � �' �, m --�-- <br /> � a � W ~ � J � STANDARO PENETRATION(BLOWSlF00'n <br /> Q � Q � SURFACE ELEVATION a w > —� <br /> � 7 d' 3 v� i 961.5 v� � z �o zo 3o no so <br /> Dark brown to brown SANDY SILT WITH <br /> 1AS ORGANICS-(ML-0L)(Topsoil)-Frost 2i <br /> �,g encountered to 1.6 feet <br /> Brown fine to medium SILTY SAND WITH <br /> CLAY, trace gravel-medium dense-damp- <br /> 2SS (SC-SM) 15 r4, <br /> <<�, <br /> 4.0 � � <br /> Brown fine SILTY SAND-medium dense- <br /> 3SS � damp-(SM-ML) 18 <br /> 6.0 � <br /> Gray brown fine SILTY SAND, trace clayey siit � <br /> 4SS seams-medium dense-damp-(SM) Zo <br /> . . � <br /> I <br /> 9.0 <br /> Brown SANDY SILT, trace sand seams- I ' <br /> 5SS medium dense-(ML) 18 <br /> I <br /> I <br /> I <br /> I <br /> i <br /> I <br /> sss ,s 'i <br /> 15.0 <br /> End of boring at 15 feet <br /> Holiow stem auger used full depth <br /> Borehole backfilled with cuttings <br /> WATER LEVEL OBSERVATIONS BORING STARTED 1/3/01 <br /> W.L. Groundwaternotencountered �iN�CONSULTANTS.INC. BORINGCOMPLETED 1/3/01 <br /> W.L. while driliing or after HSA ,�Z°`,'�'„�" �nta1 RIG BK51HD DRILLER TA <br /> W,�, remova nn�,MN5S447 �WN KMB APPROVE�►CK <br /> �e,s>as�..,e� <br /> �oe�e 9256 SHEET 1 of 1 <br /> The stratiflcation lines represent approximate bounda�ies . <br /> between soll a;tnsltu the transition ma be radual. <br />