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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 22-01 Sunwood Drive & Waco Street Reconstruction <br />PROJECT NUMBER 21-0832 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/13/21 COMPLETED 9/13/21 GROUND ELEVATION 871.8 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 JM AT END OF DRILLING --- Not Encountered <br />NOTES 13+00 Sunwood Drive AFTER DRILLING --- Not Encountered <br />p DEPTH <br />o (ft) <br />GRAPHIC <br />LOG <br />DESCRIPTION <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 />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />2.5 <br />Approximately 3.75 Inches of Bituminous Asphalt <br />A5 <br />4 <br />• • • • • <br />•• <br />• <br />•• <br />Approximately 6.5 Inches of Possible Aggregate Base <br />. . <br />\ P-200=7% [ <br />(SP) Poorly Graded Sand, fine grained, brown, moist, very loose to <br />medium dense. (Glacial Outwash) <br />1-2-2 <br />(4) <br />SS <br />16 <br />- <br />5.0 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist, very loose to medium dense. (Glacial Outwash) <br />SS <br />17 <br />6-8-6 <br />(14) <br />- _ <br />7.5 <br />2-2-2 <br />(4) <br />SS <br />18 <br />10.0 <br />1-1-1 <br />(2) <br />SS <br />19 <br />12.5 <br />4-4-3 <br />(7) <br />SS <br />20 <br />(SP) Poorly Graded Sand, fine coarse, light brown, moist, loose. <br />(Glacial Outwash) <br />4-4-5 <br />(9)• <br />SS <br />21 <br />Bottom of borehole at 14.5 feet. <br />