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Haugo GeoTechnical Services BORING NUMBER SB-7 <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 12/22/24 COMPLETED 12/22/24 GROUND ELEVATION 891 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 7.50 ft / Elev 883.50 ft <br />LOGGED BY NC CHECKED BY PG AT END OF DRILLING --- <br />NOTES Ground Surface Elevation Estimated AFTER DRILLING --- <br />- <br />o <br />_U <br />=O <br />O <br />MATERIAL DESCRIPTION <br />w <br />0� <br />~m <br />w <br />o <br />> _ <br />w� <br />> C1 <br />cn w <br />�zZ <br />O Q <br />v^ <br />A SPT N VALUE A <br />20 40 60 80 <br />PL MC LL <br />I�� <br />w <br />J <br />g <br />o D <br />O of <br />Z) <br />m 0> <br />a)o <br />v <br />20 40 60 80 <br />0 <br />z <br />U z <br />< <br />u <br />E) <br />El CONTENT (%) El <br />^ <br />Approximately 2 3/4 Inches of Bituminous <br />Approximately 4 Inches of Aggregate Base <br />P-200= 9.5% <br />Clayey Sand, trace Gravel, grey to greyish brown, moist to wet, <br />loose (Possible Fill) <br />AU <br />49 <br />SS 4-6-4 <br />50 (10) <br />5.0 <br />... ............ :............... <br />:. <br />SS 4-4-4 <br />51 (8) <br />(SC) Clayey Sand, trace Gravel, brown, wet, loose (Alluvium) <br />7.5 <br />SS 3-4-2 <br />52 (6) <br />(SM) Silty Sand, fine to medium grained, trace Gravel, brown, <br />10.0 waterbearing, loose (Alluvium) <br />TS S 2-2-3 AL <br />53 (5) <br />Bottom of borehole at 11.0 feet. <br />