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Haugo GeoTechnical Services <br />BORING NUMBER SB-21 <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 902 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 />o <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 />g <br />D <br />O- <br />Z) <br />m0>v <br />a)o <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />u <br />E) <br />El CONTENT (%) El <br />^ ^ <br />Approximately 2.5 Inches of Bituminous <br />- Approximately 3 Inches of Aggregate Base <br />P-200= 14.5% AU <br />(SP-SM) Poorly Graded Sand with Silt, fine to medium grained, 111 <br />X. <br />trace Gravel, brown, moist, very loose to loose (Alluvium) <br />2.5 <br />SS 3-2-2 <br />112 (4) <br />5.0 <br />SS 4-3-3 <br />113 (6) <br />............. : ............... <br />(CL) Sandy Lean Clay, trace Gravel, brown, moist, medium to <br />7.5 rather stiff (Alluvium) <br />SS 2-3-4 <br />114 (7) <br />10.0 <br />SS 3-4-6 <br />V115 (10) <br />Bottom of borehole at 11.0 feet. <br />