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Haugo GeoTechnical Services <br />BORING NUMBER SB-23 <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 Ramsey, MN <br />DATE STARTED 1/10/24 COMPLETED 1/10/24 <br />GROUND ELEVATION 900 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS- 45 <br />GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY NC CHECKED BY PG <br />AT END OF DRILLING --- Not Encountered <br />NOTES Ground Surface Elevation Estimated <br />AFTER DRILLING --- Not Encountered <br />w <br />o <br />A SPT N VALUE A <br />cn w <br />20 40 60 80 <br />- <br />_U <br />=O <br />~m <br />_ <br />w� <br />�zZ <br />v^ <br />PL MC LL <br />o <br />O <br />MATERIAL DESCRIPTION <br />w g <br />> C1 <br />O Z) Q <br />a)o <br />I�� <br />D <br />O- <br />m0>v <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />u <br />E) <br />El CONTENT (%) El <br />^ ^ <br />- <br />2.5 <br />Approximately 2 Inches of Bituminous <br />AU <br />121 <br />........................ <br />................ : ............... <br />.. <br />Approximately 5 Inches of Aggregate Base <br />P-200= 13% <br />X. <br />(SP-SM) Poorly Graded Sand with Silt, fine to medium grained, <br />trace Gravel, brown, loose to medium dense (Alluvium) <br />SS <br />122 <br />4-6-8 <br />(14) <br />5.0 <br />SS <br />123 <br />2-2-2 <br />(4) <br />_ <br />7.5 <br />(SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, <br />trace Gravel, brown, moist, medium dense (Alluvium) <br />SS <br />124 <br />2-4-8 <br />(12) <br />10.0 <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, brown, <br />moist, medium dense (Alluvium) <br />SS <br />125 <br />6-5-8 <br />(13) <br />_ <br />Bottom of borehole at 11.0 feet. <br />