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Haugo GeoTechnical Services BORING NUMBER SB-2 <br />AJU G p 2825 Cedar Ave South PAGE 1 OF 1 <br />Minneapolis, MN, 55407 <br />Telephone: 612-729-2 959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 24-03 Residential <br />PROJECT NUMBER 23-0868 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 12/19/24 COMPLETED 12/19/24 GROUND ELEVATION 880 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS- 45 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY NC CHECKED BY PG AT END OF DRILLING --- Not Encountered <br />NOTES Ground Surface Elevation Estimated AFTER DRILLING --- Not Encountered <br />- <br />a <br />p� <br />0.0 <br />_U <br />=U <br />O <br />J <br />(� <br />MATERIAL DESCRIPTION <br />w <br />~m <br />w g <br />a5 <br />< z <br />o <br />_ <br />w� <br />> <br />O- <br />U w <br />�zZ <br />O Z) Q <br />m0>v <br />U z <br />v^ <br />a)o <br />o <br />A SPT N VALUE A <br />20 40 60 80 <br />PL MC LL <br />I�� <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />Approximately 2.5 Inches of Bituminous <br />Approximately 6 Inches of Aggregate Base (Fill) <br />................................ <br />P-200= 9% <br />AU <br />Silty Sand, fine to medium grained, brown, moist (Fill) <br />1 <br />........:.......:.......:.......:....... <br />2.5 <br />............... :............... :....... <br />SS <br />8-8-9 <br />2 <br />(17) <br />5.0 <br />................ :............... :....... <br />SS <br />5-4-5 <br />3 <br />(9) <br />... ..... :....................... :....... <br />7.5 <br />36 <br />................ : ............... : ....... <br />.... .... <br />u;. J <br />Sandy Lean Clay, trace Fibers, dark grey and black, wet (Swamp/ <br />Buried Topsoil) <br />Organic Content= 7.5% <br />SS <br />4 <br />6 <br />3(42 <br />....................................... <br />............... :............... :....... <br />10.0 <br />.............. :............... :....... <br />(CH) Lean to Fat Clay, grey, wet, rather soft to soft (Alluvuim) <br />SS3-3-2 <br />5 <br />(5) <br />12.5 <br />53 <br />SS <br />6 <br />1-1-1 <br />(2) <br />15.0 <br />SS <br />1-4-1 <br />7 <br />(5) <br />...............:..............:....... <br />Bottom of borehole at 16.0 feet. <br />