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Haugo GeoTechnical Services BORING NUMBER SB-1 0 <br />H AU G O 2825 Cedar Ave South PAGE 1 OF 1 <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 22-02 Autumn Heights Street Recon <br />PROJECT NUMBER 21-0833 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 8/31/21 COMPLETED 8/31/21 GROUND ELEVATION 876.3 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- <br />NOTES 28+00 167th Lane NW 7 AFTER DRILLING 7.00 ft / Elev 869.30 ft <br />p DEPTH <br />o (ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUE A <br />20 40 60 80 <br />DESCRIPTION <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />*,*,*,• <br />Approxiately 4 Inches of Bituminous Asphalt <br />•��• <br />Approximately 4 Inches of Possible Aggregate Base <br />P-200=6.5% <br />3.5 <br />•: : : <br />(SP) Poorly Graded Sand, fine to medium grained, brown, moist, <br />medium dense. (Alluvium) <br />AU <br />6 <br />2.5 <br />SS <br />7 <br />3-9-10 <br />(19) <br />5.0 <br />.:. <br />:.. <br />(SP-SM) Poorly Graded Sand with Silt, brown, moist, medium <br />dense. (Alluvium) <br />SS <br />8 <br />6-9-10 <br />(19) <br />7.5 <br />(SP-SM) Poorly Graded Sand with Silt, gray, moist, medium <br />dense. (Alluvium) <br />: : : : <br />SS <br />9 <br />6-13-13 <br />(26) <br />• <br />10.0 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />gray, waterbearing, medium dense. (Alluvuim) <br />SS <br />10 <br />5-6-7 <br />(13) <br />Bottom of borehole at 11.0 feet. <br />