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Sandy Lean Clay, black, slightly organic to organic, wet (Topsoil) <br />(CL) Sandy Lean Clay, trace Gravel, brown, wet, rather soft to <br />rather stiff (Glacial Till) <br />P-200= 56.5% <br />(CL) Sandy Lean Clay, trace Gravel, grey, wet, medium (Glacial <br />Till) <br />Bottom of borehole at 11.0 feet. <br />AU <br />6 <br />SS <br />7 <br />SS <br />8 <br />SS <br />9 <br />SS <br />10 <br />2-2-3 <br />(5) <br />2-4-4 <br />(8) <br />3-5-5 <br />(10) <br />2-3-5 <br />(8) <br />22.5 <br />NOTES <br />GROUND ELEVATION 982.8 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-2 <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 />221