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Haugo GeoTechnical Services BORING NUMBER SB-19 <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 875.7 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 --- <br />NOTES 14+00 168th Lane 7 AFTER DRILLING 5.00 ft / Elev 870.70 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 />Approximately 3.25 Inches of Bituminous Asphalt <br />Approximately 3.5 Inches of Possible Aggregate Base <br />10 <br />:.: <br />\ P-200=6% <br />- - <br />: <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />gray and brown, moist to waterbearing, loose. (Alluvium) <br />AU <br />51 <br />2.5 <br />: <br />- J <br />SS <br />52 <br />5-5-5 <br />(10) <br />5.0 <br />SS <br />53 <br />3-4-5 <br />(9) <br />7.5 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, waterbearing, very loose. (Alluvium) <br />SS <br />54 <br />1-1-1 <br />(2) <br />10.0 <br />: ' <br />SS <br />55 <br />3-1-1 <br />(2) <br />• • <br />: •: • :• : • <br />Bottom of borehole at 11.0 feet. <br />