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6 � i <br /> `- ' 08/31i2004 15:27 ; GME CONSULTANTS INC � 7635595803 N0.076 D006 <br /> . ; <br /> ' LOQ OF BORING B-2 <br /> � � i <br /> E S�7E Jacobs Mill Road&Stubbs Bay Road <br /> � ' p Van Slooten Reside�cc Orono, Minnesota <br /> � I CLlENT ARCHn'ECT-ENGINEER <br /> Mr.&Mrs. Matt Van:Slooten <br /> UNCONFINED COMPRESSIVE STR£NGTH TON$lFT. (dp) <br /> � ^ _O_� <br /> W � 1 2 3 4 5 <br /> � . <br /> W � ' DESCRIPTION OF MATERIAL F. � WATER <br /> ' °° � z ; � � CONTEM'% <br /> ! �i � > � F � m ---i-- <br /> : � W z �u w <br /> ( � W a '� d � � � STPlNOARD PENETRATIO(V(BLOW5fFQOn <br /> ! _ -� � a �- a a J <br /> ~ a �' � ' SUftFACE ELEVATlQN > '^�— <br /> � o N ¢ � ai 987.1 � � z ,o za ao � <br /> � Black and dark brovm Sandy Silty lean Clay, 1e <br /> � � 1SS trac:e gravel,fine roots-�irm-(CL)(FILL) s 6Q • <br /> ! �. <br /> : i 2.0 <br /> ! �rown sandy Silty lean Glay,trace gravel,flne � <br /> � 2SS rbots- CL F1LL 5 � O • <br /> ' ; 4� �lack Si1ty fat Clay with Sand,trace fine roots <br /> � � -'firm- CH Buried 70 oil � <br /> sSS . ��lean Clay with Sand, Si�t,trace gravel- � <br /> 8. <br /> �tiff-(CL) . <br /> ' Gray and brown Sandy Siity lean Clay,trace � 4 <br /> , 4SS gravel, rust staining-stiff-(CL} g � <br /> � <br /> 55S � 13 � <br /> 's 10.0 ' � <br /> ; ; �rawn Sandy iean Clay,trace gravel, rus# <br /> ; 8ss slaining-very stitf-(CL) 2� <br /> � <br /> '; ; 12.0 � <br /> Brown Sandy Silty lean Clay,trace gravel, rust „ <br /> ` ' 7SS staining-very stiff-(CL) zo <br /> � <br /> i <br /> � ' � <br /> } � ; 20 <br /> \ <br /> � <br /> s � z • <br /> 9SS 17.3 � <br /> Gray brov�m Sandy lean Clay, trace gra�el- ,' <br /> stifF-(CL) ,�( <br /> r <br /> 10SS �� �/ O <br /> ; � <br /> ' ? End of boring at 20 feet <br /> Holiow stem auger us�d full depth <br /> r J �Borehole backfilled with cuttings <br /> ; ' <br /> � <br /> � i <br /> ' i � . <br /> j WATER LEV�L pBSERVATIONS BORING STARTED $/Zg/Q.q <br /> � i W.L_ Groundwate' not encauntered whil QME C�NSULTAM'S,INC. BQRING COMPLETEO $J2�104 <br /> ` W.L. driUing or after HSA removai ,�,,;���"°"'�"'� R� CME-750D oR�u.�R MN <br /> , � W.L. �•MN�� DRAwM VL nPPRovEDMRG <br /> # �e91�-�eso <br /> •+ JOB�t 11113 sMEEr 1 of 1 <br /> Boring c�ved at 11 feet aft8r HSA remova The stratifir.ation lines represent approXimate boundaries <br /> I' bCiween Soil fypes;insitu the transition may be gradual. <br /> , I: <br /> ir <br />