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Agenda - Council - 10/26/2021
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Agenda - Council - 10/26/2021
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3/14/2025 3:15:39 PM
Creation date
1/11/2022 3:29:54 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
10/26/2021
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Haugo GeoTechnical Services <br />H AU G O 2825 Cedar Ave South <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />NAME <br />LOCATION <br />ELEVATION <br />WATER <br />TIME OF <br />END OF <br />DRILLING <br />BORING NUMBER SB-07 <br />PAGE 1 OF 1 <br />IP 22-02 Autumn Heights Street Recon <br />CLIENT <br />PROJECT <br />DATE <br />DRILLING <br />DRILLING <br />LOGGED <br />NOTES <br />Fax: 763-445-2238 <br />City of Ramsey PROJECT <br />NUMBER <br />STARTED <br />CONTRACTOR <br />METHOD <br />BY <br />21-50 <br />21-0833 PROJECT <br />Ramsey, MN <br />9/1/21 COMPLETED 9/1/21 GROUND <br />876.3 ft <br />HOLE <br />SIZE 3 1/4 inches <br />HGTS - 120 GROUND <br />LEVELS: <br />DRILLING <br />DRILLING <br />--- Not Encountered <br />Hollow Stem Auger/Split Spoon AT <br />GD CHECKED BY PG AT <br />--- <br />167th Lane NW ! AFTER <br />7.50 ft / Elev 868.80 ft <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 />Approxiately 4 Inches of Bituminous Asphalt <br />AU <br />66 <br />4 <br />• • <br />• • <br />• <br />•• •• <br />%%%i <br />• • <br />Approximately 4 Inches of Possible Aggregate Base <br />\ P-200=8% <br />:.: <br />:: <br />:.. • <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />brown, moist, medium dense. (Alluvium) <br />SS <br />67 <br />6-13-13 <br />(26) <br />5.0 <br />SS <br />68 <br />6-8-8 <br />(16) <br />7.5 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, waterbearing, very loose. (Alluvium) <br />SS <br />69 <br />1-2-2 <br />(4) <br />10.0 <br />(SP) Poorly Graded Sand, fine to medium grained, brown, <br />waterbearing, very loose. (Alluvium) <br />SS <br />70 <br />1-1-1 <br />(2) <br />Bottom of borehole at 11.0 feet. <br />
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