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t , � ' � <br /> a- oo Haugo GeoTechnical Services BORING NUMBER SB-1 <br /> 2825 CedarAvenue S PAGE 1 OF 1 <br /> Minneapol�,MN 55407 <br /> CL1EN'f 62 Residenfral Dasi�n PROJECT NAME 1400 Baldur Park Road <br /> FROJECT NUMBER 15-0586 PROJECT LOC�ITION Orono.Minnesota <br /> DATE STARTED 8/25✓15 COMPLETm 8/25H5 GROUND ELEVA710N 931.9 ft MSL H8�SI� 3 1/4 Inches <br /> DFbWIYG CONTRACTOR HGTS GRQUND WATER LEVB.S: <br /> DRIWNG METHOD Hollow Stem AuoedSolit S000n AT TIME OF ORIWNta —Not Encountered <br /> LOGGED BY MS CHECf�D BY PG AT END OF DRIWNG —N�Encountered <br /> NOTES 8'S.13'W of F�dstina SE hause G �18hrs AFTER DRIW NG 14.00 ft/Elev 917.90 ft Cave-In DaoM of 17 t <br /> v w o Z ♦SPT N VALUE♦ <br /> �.-. =C9 �w �^ t�-� a � 20 40 60 80 <br /> a� �O MATERL4L DESCRIPTION u�g Wj� p j� t-� a� PL�M�_�L <br /> �v �J �Z �� mvZ �" }" 20 40 60 80 <br /> a � ❑FINES CONTENT(%)� <br /> 0 4 <br /> Crushed Limestone Aggregate Base,Appropmately 6 inches AU <br /> (FILL) � : : : : <br /> Sa�dy L�n CIaY.trac•s Gravel.moist to vvet,dark grey,soft- ..... .:.......:... ...:......:... . <br /> (FILL) • <br /> � .......:.......:.......:.......:...... <br /> o SS 2-2-1 . ' <br /> Y 2 (3) ......:........... ...:..... .:. . <br /> � <br /> � (CL)Sandy Lean Clay�trace Gravel.li ht . .....:...............:.......:....... <br /> (Glacaal Till) 9 9�eY.moist,medium. <br /> 5 • <br /> � � �_� . ...:... ...:.. ....:.. ...: ... <br /> 3 (g) <br /> � - ... ... <br /> � (CL)Sandy Lean Clay�trace Gravel,browm artd grey,mast,rether .... ..'.......:... . .........�..... <br /> & stiff to very stiff.(Glacial TIII) SS 11-7-7 ' . <br /> � 4 �14� : . : : <br /> Z . ......... ...... ......... <br /> � .... '.......:...............:..... <br /> � �p . . <br /> m SS 10-fr6 .... .:.......:... . : .. ..: .... <br /> � 5 <br /> ��2) <br /> � . ' <br /> .... .:.......:......:.... ..:....... <br /> � .. . � ...:... ..:.. ..: .. . <br /> J cc <br /> ' W 7-���ll � <br /> � 6 (17) ......�.......�.. ...:..... .�. .... <br /> 3 Q • <br /> � - . .. ... ..:... .. ... . : .... <br /> v ' <br /> `" �y : : : <br /> � SS 20-2Q-20 .......:..... :.......:... .......... <br /> � <br /> a 7 (qp) . <br /> � <br /> � .. . ...... <br /> 0 <br /> � . <br /> g . ...�.. . .:.. ..:.... ..: ... . <br /> � . <br /> o • . <br /> � . .....:. .....:......:...... ...... <br /> � • <br /> Z <br /> c� <br /> (CL)Sandy Lean Clay.trace Gravel.9reY�moist.rather stiff. . �. .. : . .. � : . <br /> 0 2� (Gladal Till) : • <br /> iSS �r5-6 ... .�. . .. :..... :. . :...... <br /> c=i 8 ���� . . <br /> o Bottom of borehole at 21.0 feet. <br /> w <br /> � <br />