Laserfiche WebLink
Haugo GeoTechnical Services BORING NUMBER SB-06 <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 870.2 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 --- <br />LOGGED BY GD CHECKED BY PG 1 AT END OF DRILLING 13.80 ft / Elev 856.40 ft <br />NOTES 12+00 Junkite Street AFTER DRILLING --- <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 />ASPTNVALUEA <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 2.5 Inches of Bituminous Asphalt <br />�� <br />Approximately 4 Inches of Aggregate Base <br />4 <br />possible <br />\P200=8% <br />AU <br />: : <br />- -, <br />(SP-SM) Poorly Graded Sand with Silt, fine to medium grained, <br />brown to dark brown, moist. (Possible Fill) <br />2.5 <br />SS <br />44 <br />1-4-4 <br />(8) <br />• •• •• •• <br />5.0 <br />.....: <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist to about 13.8 feet then waterbearing, loose to <br />• • • • <br />- - <br />medium dense. (Alluvium) <br />SS <br />45 <br />2-5-4 <br />(9) <br />: <br />7.5' <br />SS <br />46 <br />4-7-7 <br />(14) <br />10.0 <br />SS <br />47 <br />4-7-8 <br />(15) <br />. <br />. <br />12.5 <br />:' <br />SS <br />48 <br />2-3-3 <br />(6) <br />: : : : <br />SS <br />49 <br />1-2-4 <br />(6) <br />A <br />Bottom of borehole at 14.5 feet. <br />