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Haugo GeoTechnical Services <br />BORING NUMBER SB-19 <br />AJU G p 2825 Cedar Ave South <br />PAGE 1 OF 1 <br />Minneapolis, MN, 55407 <br />Telephone: 612-729-2 959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey <br />PROJECT NAME IP 24-03 Residential <br />PROJECT NUMBER 23-0868 <br />PROJECT LOCATION <br />Ramsey, MN <br />DATE STARTED 1/3/24 COMPLETED 1/3/24 <br />GROUND ELEVATION <br />907 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS- 45 <br />GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY NC CHECKED BY PG <br />AT END OF DRILLING --- Not Encountered <br />NOTES Ground Surface Elevation Estimated <br />AFTER DRILLING <br />--- Not Encountered <br />w <br />o <br />A SPT N VALUE A <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 />a <br />O <br />MATERIAL DESCRIPTION <br />w g <br />> C1 <br />O Z) Q <br />a)o <br />I�� <br />p� <br />J <br />aD <br />O- <br />m0>v <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />o <br />❑ <br />FINES CONTENT (%) ❑ <br />0 <br />2 <br />20 40 60 80 <br />Approximately 2.25 Inches of Bituminous <br />r <br />Approximately 5 Inches of Aggregate Base <br />................................ <br />P-200= 11.5% <br />AU <br />(SP) Poorly Graded Sand, fine to medium grained, trace <br />Gravel, 91 <br />brown, moist, very loose to loose (Alluvium) <br />2.5 <br />SS <br />3-3-4 <br />92 <br />(7) <br />5.0 <br />SS <br />3-4-4 <br />93 <br />(8) <br />7.5 <br />SS <br />4-2-2 <br />94 <br />(4) <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, brown, <br />10.0 moist, loose (Alluvium) <br />.. ..... <br />:....... :.......:.......:....... <br />SS <br />2-2-3 <br />95 <br />(5) <br />Bottom of borehole at 11.0 feet. <br />