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Haugo GeoTechnical Services <br />BORING NUMBER SB-1 <br />AJU G p 2825 Cedar Ave South <br />PAGE 1 OF 1 <br />Minneapolis, MN, 55407 <br />Telephone: 612-729-2 959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey <br />PROJECT NAME IP 24-03 Residential <br />PROJECT NUMBER 23-0868 <br />PROJECT LOCATION <br />Ramsey, MN <br />DATE STARTED 12/22/24 COMPLETED 12/22/24 <br />GROUND ELEVATION <br />881 ft <br />HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS- 45 <br />GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />-V- AT TIME OF DRILLING 7.50 ft / Elev <br />873.50 ft <br />LOGGED BY NC CHECKED BY PG <br />AT END OF DRILLING --- <br />NOTES Ground Surface Elevation Estimated <br />AFTER DRILLING <br />--- <br />w <br />o <br />A SPT N VALUE A <br />cn w <br />20 40 60 80 <br />- <br />a <br />_U <br />=O <br />O <br />MATERIAL DESCRIPTION <br />~m <br />w <br />_ <br />w� <br />> C1 <br />�zZ <br />O Q <br />v^ <br />PL MC LL <br />I�� <br />p� <br />J <br />g <br />aD <br />O� <br />Z) <br />m0>v <br />a)o <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />o <br />❑ FINES CONTENT (%) ❑ <br />0.0 <br />20 40 60 80 <br />Approximately 2.5 Inches of Bituminous <br />Approximately 4 Inches of Aggregate Base <br />"""">""" """'>""" """' <br />P-200= 8% <br />AU <br />Silty Sand with Clumps of Clay, trace Gravel, brown, moist (Fill) 64 <br />........:.......:.......:.......:....... <br />2.5 <br />:............... :....... <br />SS <br />2-2-3 <br />............... <br />65 <br />(5) <br />AL <br />Poorly Graded Sand with Silt, fine to medium grained, <br />trace <br />5.0 Gravel, brown, moist to about 7.5 ft then waterbearing, <br />loose to <br />.. ..... :....... :....... :....... :....... <br />very loose (Fill) <br />SS <br />2-2-3 <br />66 <br />(5) <br />7.5 17 <br />........................................ <br />- <br />SS <br />2-2-2 <br />67 <br />(4) <br />Clayey Sand, trace Fibers, black and dark grey, wet (Buried <br />.......:.......:.......:.......:....... <br />10.0 Topsoil/Swamp Deposit) <br />' <br />SS <br />1-2-3 <br />18.5 <br />68 <br />(5) <br />Bottom of borehole at 11.0 feet. <br />