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� • ,' � � <br /> a- �o Haugo GeoTechnical Services BORING NUMBER SB-2 <br /> 2825 Cedar Avenue S PAGE 1 OF 1 <br /> Mlnneapol�s,MN 55407 <br /> CLIENT 62 Residential Desiqn PROJECT NAME lqpp galdur Park Road <br /> PROJECT NUMBER 15-0586 PROJECT LOG4TION Ororro.Minnesota <br /> DATE STARTED 8/25115 COMPLETm 8f25J15 GROUIYD ELEVATION 931 ft MSL HOLE� 31/4 inches <br /> QI�WNG CONTRACTOR HGTS GR�1ND WATER LEVELS: <br /> DRIWNG MEiFI� Holiow Stem Aua�/Solit S000n Q AT TiN�QF DRIWNG 3.00 ft/Elev 928.00 ft <br /> LOGGED BY MS CHECI�D BY PG AT END OF DItIW NG — <br /> NOTES_12'E of F�dstirm NE house Cr �AF7ER DI�WNG 3.00 ft/Elev 928.00 ft Cave-In Deoth of 4 feet <br /> V W e Z �SPT N VALUE♦ <br /> _ � 20 4Q 60 gp <br /> Q� �O� MATERIAL DESCRIPTION �� j� p�� ►-� j� P����� <br /> C7 �Z V�. m v Z � } 20 40 60 80 <br /> y � a � �FINES CONTENT{%)❑ <br /> '—•` Sandy Lean Clay,black,moist.(Topsatl) � <br /> r�:'� qU . • <br /> 9 <br /> :��r,.d = : : <br /> .-�.+4 � . <br /> :�:. . (SM)Silty Sand,fine grained,9reY.moist,very loose.(Allwium) ... ..."......:.......�..... <br /> a .,: ;. ..:..... <br /> � : : � 3S 1-1-2 . . <br /> :,:. , - �� �3� : • � : <br /> Y ., : ; .... :.. ... .......:.... :..... <br /> � . . <br /> o � (ML)Sandy Sitt,grey,wet,loose.(Alluvium) .......�...............:.......:...... <br /> � 5 � � . <br /> � SS 2�-6 .. ....:. -� :. .....:.......:... . <br /> � 11 (10) . <br /> � ... . <.. ....:..... .. ..: . . <br /> W (CL-ML)Clayey Sitt,grey and brown.mo�t,medlum.(Alluvium) .. ....'.......'.......�.......:..... <br /> o�' SS 3-4-4 • . <br /> � 12 (8) .. ....�... ...:.......:.......:..... <br /> z • <br /> 0 <br /> � (CL)Sartdy Lean Clay.trace Gravel,brown and grey,moist, .. ....`.. . `.......�.......:..... <br /> �p medium to rather stiff.{Glacial Till) <br /> w : : : : <br /> 6 SS 2-3-4 . ....;. .. .:... ...:. ... .:. .. . <br /> W 13 m . . <br /> � <br /> � .. ...;.. ...: .....:. .....: ...... <br /> � � ' � <br /> J .. ..:... ...:. ..... ... ..�..... <br /> m <br /> � SS 3-5-8 <br /> � 14 (13) .... ..:...............�......., .... . <br /> 3 ' <br /> " (CL)Sandy Lean Clay.trace Gravel,grey,moist,stiff.(Glacial Till) . . .�. ...' . ..�. ' <br /> N �5 : . <br /> � SS 2-7-8 ..... ................:......:..... <br /> � <br /> � 15 (15) � <br /> � <br /> o .. . � . ., . <br /> � . . <br /> m <br /> 5 .. ... . ...:.. .:... .: <br /> � : .. <br /> � <br /> y ......; .....:.......:.......:. .. <br /> � <br /> Z <br /> " : : : � <br /> o• '�� (SP-SM)Paoriy Graded Sand with Siit,fine to medium grained, . . . . . . .. . : <br /> 20 •. trace Gravel,brown,waterbearing.(Glacial Ouhvash) <br /> � <br /> m �:_�' ': SS 10-15-16 ......�... ...:.......�.... ..:.. . <br /> � 16 (31) . . <br /> oBottom of borehole at 21.0 feet <br /> w <br /> 0 <br />