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Haugo GeoTechnical Services BORING NUMBER SB-07 <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 9/14/21 COMPLETED 9/14/21 GROUND ELEVATION 875.6 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 1+00 146th Circle 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 />MATERIAL DESCRIPTION <br />PL IL <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />___ <br />Approximately 3 Inches of Bituminous Asphalt <br />- <br />•%• <br />Approximately 5.5 Inches of possible Aggreaget Base <br />3 <br />: <br />\P200=6% r <br />I <br />AU <br />(SP-SM) Poorly Graded Sand with Silt, fine to medium grained, <br />trace Gravel, brown, moist. (Possible Fill) <br />2.5 <br />f <br />SS <br />37 <br />6-7-4 <br />(11) <br />: •:• <br />•• <br />. . • .• . <br />SS <br />38 <br />4-4-5 <br />(9) <br />7.5 <br />'' <br />•:. <br />SS <br />39 <br />4-7-9 <br />(16) <br />. . . <br />(SP) Poorly Graded Sand with Silt, fine to medium grained, trace <br />Gravel, brown, moist, loose to medium grained. (Alluvium) <br />: <br />_ <br />10.0 <br />SS <br />3-3-3 <br />12.5 <br />:' <br />SS <br />41 <br />3-4-4 <br />(8) <br />- _ <br />SS <br />42 <br />3-4-6 <br />(10) <br />1 <br />Bottom of borehole at 14.5 feet. <br />