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Haugo GTS BORING Ni1MBER SB-2 " <br /> GO 2825 Cedar Ave S PAGE 1 OF 1 <br /> Minneapolis,MN 55407 <br /> ' Telephone: 612-729-2959 <br /> ' Fax: 763-445-2238 <br /> CLIENT Alex Uporets PROJECT NAME 2500 ShadYwood Road <br /> PROJECT NUMBER 16-0257 PRWECT LOCATION Orono,MN <br /> DATE STARTED 4/15/16 C�IAPLETED 4/15/16 GROUND ELEVATION 960.4 ft HOLE SI� 31/4 inches <br /> D�WNG CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRIWNG N�THOD HoNow Stem Aus�edSplit Saoon AT TiME OF DRIWNG —Not EncouMered <br /> L06GED BY MS CHECF�D BY JC AT END OF DRIWN(i —Not Encountered <br /> NOTES AFTER DW WNG —Not Encourdered with Cave-In De�th of 13 feet <br /> w � Z ♦SPT N VALUE♦ <br /> U �� >- u�w W � 20 40 60 80 <br /> = 0 3� a � PL MC LL <br /> a� �O MATERIAL DESCRIPTION �g �CJ 0�¢ w� Z� F--�—I <br /> pv �� �z U� mOZ V" }'-' 20 40 60 80 <br /> � � a � O FINES CONTENT(%)❑ <br /> 0.0 20 40 60 80 <br /> 2 inches Bituminous over 8 inches Aggregate Base. AU <br /> _.. ....:.......:...... :. ..... <br /> � <br /> (CL)Sandy Lean Clay,trace Gravel,brown to ligM brown,wet. " ' ' <br /> (Allwium) <br /> 2.5 <br /> � <br /> SS 2-2� �. . .: ......:........ .... <br /> a 2 (5) i. ._.:.. ....: __.. <br /> c7 <br /> _:_._.. <br /> � <br /> :.... _:.......:... .. <br /> $ <br /> N <br /> . . . ....�. .....................:....... <br /> n <br /> � <br /> $ 5.0 SS 2-3� :..............:.. .. <br /> � 3 (9) _.:._. .;._ . . . ._: __.. <br /> U <br /> W <br /> a ; <br /> � <br /> � _ . _. ._ : _ . . <br /> Z <br /> � <br /> 7 5 :. <br /> (SM)Silty Sand,fine to medium graind,trace Gra�l,with Cobbies <br /> � at 10 feet,brovm,rust stainign at 12 1/2 feet,moist to wet, <br /> ' SS 3-5-8 <br /> � ; . medium dense.(Glaaal Till) 4 (13) <br /> _. __. . ... . . _. <br /> r <br /> z <br /> � _ ..:. . ..:.......:. ... <br /> � <br /> �7 ��: ��.� :. : . . <br /> � 10.0 : _ _. <br /> �, SS 6-11-10 <br /> w 5 (21) __ .... . :. _ <br /> N _:. ............. <br /> � <br /> � `: .` .: _... :. __.;..._.... .__;. ..... <br /> � <br /> o __...__ <br /> m <br /> ; _. .;.......:........:.... . : ...... <br /> � 12.5 : SS 2-5-8 <br /> c°-�. 6 (13) _ .:...... :..._..........i <br /> m <br /> 5 <br /> __.. .. ..... . _ . _. <br /> � <br /> � <br /> 0 <br /> � _.__ . _.. ... .. <br /> F (C�)Lean Clay,trace Gravel,rust staining,brown,moist to wet, <br /> z rather stiff.(Glaaal Till) � . <br /> � 15.0 <br /> � SS 3-5-7 : .... :... ...:.... <br /> 0 7 (12) ; ; ..... <br /> a <br /> x <br /> m <br /> � Bottom of borehole at 16.0 feet. <br /> w <br /> f- <br /> O <br /> w <br /> � <br />