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� � <br /> , ' �.� ' � <br /> a. �o Hauga GeoTechnical Services BORING NUMBER SB-3 <br /> 2825 CedarAvenue S PAGE 1 OF 1 <br /> Minneapol�,MN 55407 <br /> CLIENT 82 Residential Deswn PROJECT(V/1ME 1400 Baldur Park Road <br /> P���MB� ��� PRWECT LOCA710N_Orono.Minnesofa <br /> DATE STARTED 8/2y15 COMPLETm g/25/15 GROUNp EI.EyA77pN g31.7 ft MSL HOLE S!� 31/4 inches <br /> DRIWNG CONTRACTpR HGTS G���ya��� <br /> DW WNt'a METHOD Hollow Stem AuoedSolk S000n AT TIM�OF DRIWNG —Not EncounYered <br /> LOGGED BY MS CHECI�D BY PG AT END OF DIi1WNG —Not Encaintered <br /> N07ES 31'S.12'E of 6dstinq NE house G AFTER DWWf�'a —Not EnoouMered Cavedn Daoth of 15 feet <br /> v W o Z ♦SPT N VALUE� <br /> a� _ �w �Q 3 F j a � 20 40 60 80 <br /> Q% �O MATERIAL DESCRiPTION PL MC LL <br /> wm pz� E-� — <br /> � a� �� m0> �" �.... 2p���80 <br /> �Z V U? U } <br /> `Q`: a p ❑FINES CONTENT(%)❑ <br /> 0 p <br /> Powly Graded Sand uhth Silt,brown,moist.(FILL) AU <br /> .'—.�` Sandy Lean Clay,black,wet(FILL/Buried Topsoil) 17 � <br /> i;.;ia;. <br /> ,_. ...... ....... ....... <br /> ��..� . . <br /> �� (CL)Sandy Lean Clay.tra�Gravel,brown a�light grey/white, .......:.......:.......:.......:..... <br /> ,+wet,ran,er son(c�a��T7q ss z-z-3 . . <br /> Y 18 (5j . .....�.......:.......:.... .:. <br /> � ... <br /> o (CL)Sandy Lean Glay.trace Gravel.brown.moist ta wret,rather .. ....:... ...:.......:.......:....... <br /> � 5 stiff to stlff.(Glaclal TIII) . <br /> � SS 45-6 ... ..:.......: ..�... . : ... <br /> � 19 (11) : : : ' <br /> � � :..... . <br /> � . <br /> � ... ...................:......:...... <br /> � SS 3-5-6 , <br /> °� 20 (11j ... ..'.. ...: . ...:......:..... <br /> z • <br /> � ... ..:......:......'.......;. .... <br /> � 10 <br /> � SS 3-5-6 - ..�... .. '�-- .�... .; ... <br /> W 21 (11) . <br /> � . <br /> � .... ..�... ...•......:. .....:...... <br /> � • . � <br /> J ... ..:.... .� . .... .....: ..... <br /> m <br /> g' SS 3-6-9 <br /> � � (15) .. .. ::.. ...�.......�..... .; .... <br /> � <br /> 3 <br /> " (CL)Sandy Lean Clay.6ace Gravel.9re71.moist,stiff to medium. . . . ;. . .�. : : <br /> . . . .:. .. ... .. . <br /> r 15 (Gladal Till) � <br /> � SS 3-7-10 ..... .�.......:.......�... ..;. ..... <br /> � <br /> � � ���) <br /> o ... .. . � <br /> n � <br /> m <br /> g . . ..'......:.. ....... ..: ... <br /> � <br /> 0 <br /> N .... ..�......:..... .'.......:...... <br /> F ' <br /> Z . <br /> C7 <br /> ' . . :... ..: .. ..:......:.... <br /> y <br /> F <br /> Q � <br /> a <br /> m SS 3-�5 .. ...:..... :... ...'. .... :.... <br /> U 24 (8, . . <br /> o Bottom of borehole at 21.0 feet <br /> w <br /> c7 <br />