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Haugo GeoTechnical Services BORING NUMBER SB-20 <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 1/10/24 COMPLETED 1/10/24 GROUND ELEVATION 901 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 893.50 ft <br />LOGGED BY NC CHECKED BY PG AT END OF DRILLING --- <br />NOTES Ground Surface Elevation Estimated AFTER DRILLING --- <br />- <br />o <br />0.0 <br />_U <br />=O <br />O <br />0 <br />MATERIAL DESCRIPTION <br />w <br />0� <br />~m <br />w g <br />D <br />< z <br />o <br />> _ <br />w� <br />> C1 <br />Oof <br />cn w <br />�zZ <br />O Z) Q <br />m0>v <br />U z <br />v^ <br />a)o <br />o <br />A SPT N VALUE A <br />20 40 60 80 <br />PL MC LL <br />I�� <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />Approximately 2 Inches of Bituminous <br />- <br />Approximately 7 Inches of Possible Aggregate Base <br />............... :............... :....... <br />- <br />P-200= 11.5% <br />AU <br />131 <br />(SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, <br />trace Gravel, brown, moist, loose (Alluvium) <br />2.5 <br />SS <br />3-5-5 <br />132 <br />(10) <br />5.0 <br />.. .... <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist to waterbearing, loose (Alluvium) <br />SS <br />1-2-3 <br />133 <br />(5) <br />7.5 <br />:... <br />17 <br />....................................... <br />SS <br />3-2-4 <br />134 <br />(6) <br />10.0 <br />.. .... <br />(SC-SM) Silty Clayey Sand, fine to medium grained, trace Gravel, <br />brown, waterbearing, loose (Alluvium) <br />SS <br />5-3-3 <br />135 <br />(6) <br />Bottom of borehole at 11.0 feet. <br />