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Haugo GeoTechnical Services BORING NUMBER SB-03 <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 22-06 Wood Pond Hills 2nd-5th Reconstruction <br />PROJECT NUMBER 21-0834 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/9/21 COMPLETED 9/9/21 GROUND ELEVATION 871.6 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 4+00 Iodine Court AFTER DRILLING --- Not Encountered <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 />Approximately 3 Inches of Bituminous Asphalt <br />•%%• <br />Approximately 5 Inches of possible Aggregate Base <br />4.5 <br />J <br />: <br />\P200=s% <br />AU <br />15 <br />- - <br />(SP) Poorly Graded Sand, fine grained, brown, moist, medium <br />dense. (Glacial Outwash) <br />2.5 <br />,• ' •. ' <br />: <br />SS <br />16 <br />4-4-8 <br />(12) <br />• • • <br />5.0 <br />.... <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist to waterbearing, very loose to loose. (Glacial <br />Outwash) <br />SS <br />17 <br />3-3-5 <br />(8) <br />: <br />7.5 <br />.. .• <br />SS <br />18 <br />3-3-5 <br />(8) <br />. . . . <br />10.0 <br />. • . <br />: • <br />SS <br />4-4-5 <br />- - <br />12.5 <br />' <br />SS <br />20 <br />2-2-1 <br />(3) <br />- -• <br />: <br />SS <br />21 <br />2-1-2 <br />(3) <br />• • <br />Bottom of borehole at 14.5 feet. <br />