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Agenda - Public Works Committee - 04/16/2024
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Agenda - Public Works Committee - 04/16/2024
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3/14/2025 11:46:38 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
Document Date
04/16/2024
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Haugo GeoTechnical Services BORING NUMBER SB-13 <br />AJU G p 2825 Cedar Ave South PAGE 1 OF 1 <br />Minneapolis, MN, 55407 <br />Telephone: 612-729-2 959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 24-03 Residential <br />PROJECT NUMBER 23-0868 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 12/19/24 COMPLETED 12/19/24 GROUND ELEVATION 889 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS- 45 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon -V- AT TIME OF DRILLING 10.00 ft / Elev 879.00 ft <br />LOGGED BY NC CHECKED BY PG AT END OF DRILLING --- <br />NOTES Ground Surface Elevation Estimated AFTER DRILLING --- <br />w <br />o <br />A SPT N VALUE A <br />>- 0� <br />> <br />cn w <br />20 40 60 80 <br />- <br />_U <br />=O <br />~m <br />_ <br />w� <br />�zZ <br />v^ <br />PL MC LL <br />o <br />w <br />O <br />J <br />MATERIAL DESCRIPTION <br />w g <br />> C1 <br />of <br />O Z) Q <br />m <br />a)o <br />v <br />I�� <br />o D <br />O <br />0> <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />u <br />E) <br />El CONTENT (%) El <br />^ <br />- <br />_ <br />2.5 <br />Approximately 3 Inches of Bituminous <br />AU <br />18 <br />.......................... <br />.................................. <br />................:...............:. <br />........:.......:.......:.......:. <br />Approximately 3 Inches of Aggregate Base <br />P-200= 23% <br />(SM) Silty Sand, fine grained, brown, moist, medium dense <br />(Alluvium) <br />SS <br />19 <br />6-7-8 <br />(15) <br />5.0 <br />(CL-ML) Silty Clay, brown, wet, rather stiff (Alluvium) <br />SS <br />20 <br />6-5-6 <br />(11) <br />_ <br />7.5 <br />SS <br />21 <br />7-8-7 <br />(15) <br />_ <br />10.0 <br />(SC SM) Silty Clayey Sand, trace Gravel, brown, moist, medium <br />dense (Alluvium) <br />(SP) Poorly Graded Sand, fine to medium grained, brown, <br />SZ waterbearing, loose (Alluvium) <br />SS <br />22 <br />7-4-3 <br />(7) <br />Bottom of borehole at 11.0 feet. <br />
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