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Haugo GeoTechnical Services BORING NUMBER SB-02 <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 9/1/21 COMPLETED 9/1/21 GROUND ELEVATION 903.7 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 --- Not Encountered <br />NOTES 7+50 167th Lane NW AFTER DRILLING --- Not Encountered with Cave -In Depth of 4 Feet <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 />Approximately 3.5 Inches of Bituminous Asphalt <br />Approximately 3 Inches of Possible Aggregate Base <br />4.5 <br />• •P-200=9.5% <br />- - <br />f <br />(SP-SM) Poorly Graded Sand with Silt, fine grained, brown, moist, <br />medium dense. (Alluvium) <br />AU <br />101 <br />• <br />2.5 <br />f <br />SS <br />102 <br />5-6-5 <br />(11) <br />: : : : <br />:.: <br />(SP) Poorly Graded Sand, fine to medium grianed, trace Gravel, <br />brown, moist, loose. (Alluvium) <br />5.0 <br />SS <br />103 <br />6-4-5 <br />(9) <br />A <br />7.5 <br />SS <br />104 <br />2-3-6 <br />(9) <br />A <br />10.0 <br />SS <br />105 <br />3-4-6 <br />(10) <br />A <br />Bottom of borehole at 11.0 feet. <br />