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Clayey Sand, with Gravel, dark brown to black (Possible <br />Aggregate Base) <br />P-200= 26.5% <br />(CL) Sandy Lean Clay, trace Gravel, brown, wet, medium to rather <br />stiff (Glacial Till) <br />Bottom of borehole at 11.0 feet. <br />AU <br />11 <br />SS <br />12 <br />SS <br />13 <br />SS <br />14 <br />SS <br />15 <br />2-2-4 <br />(6) <br />4-3-4 <br />(7) <br />3-4-5 <br />(9) <br />11-4-6 <br />(10) <br />19.5 <br />20 <br />NOTES <br />GROUND ELEVATION 996.9 ft <br />LOGGED BY NC/MS <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />DRILLING CONTRACTOR HGTS- 45 GROUND WATER LEVELS: <br />CHECKED BY PG <br />DATE STARTED 5/10/24 COMPLETED 5/10/24 <br />AT TIME OF DRILLING --- Not Encountered <br />AT END OF DRILLING --- Not Encountered <br />AFTER DRILLING --- Not Encountered <br />HOLE SIZE 3 1/4 inches <br />DEPTH(ft)0.0 <br />2.5 <br />5.0 <br />7.5 <br />10.0 GRAPHICLOGMATERIAL DESCRIPTION <br />SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE <br />20 40 60 80 <br />Moisture Content(%) FINES CONTENT (%) <br />20 40 60 80 <br />20 40 60 80 <br />PL LLMC <br />PAGE 1 OF 1 <br />BORING NUMBER SB-3 <br />CLIENT Aspect Design Build <br />PROJECT NUMBER 24-0323 <br />PROJECT NAME Orono Residential Development <br />PROJECT LOCATION Orono, MN <br />GEOTECH BH PLOTS - GINT STD US LAB.GDT - 5/16/24 16:23 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\24-0323 BORING LOG DRAFT.GPJHaugo GeoTechnical Services <br />2825 Cedar Ave South <br />Minneapolis, MN, 55407 <br />Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />222