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DRAFTSubject to RevisionSilty Clayey Sand, trace Roots, black, moist. (Topsoil) <br />(SP-SM) Poorly Graded Sand and Silt, fine grained, brown and <br />gray, moist, loose to medium dense. (Glacial Outwash) <br />(SP) Poorly Graded Sand, fine grained, brown, waterbearing, very <br />loose to medium dense. (Glacial Outwash) <br />(SM) Silty Sand, gray, waterbearing, loose. (Glacial Till) <br />Bottom of borehole at 21.0 feet. <br />AU <br />70 <br />SS <br />71 <br />SS <br />72 <br />SS <br />73 <br />SS <br />74 <br />SS <br />75 <br />SS <br />76 <br />SS <br />77 <br />3-4-5 <br />(9) <br />6-6-5 <br />(11) <br />2-2-2 <br />(4) <br />5-9-16 <br />(25) <br />5-6-7 <br />(13) <br />1-1-3 <br />(4) <br />1-3-4 <br />(7) <br />NOTES <br />GROUND ELEVATION 934.9 ft <br />LOGGED BY MS <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />DRILLING CONTRACTOR HGTS - 750 GROUND WATER LEVELS: <br />CHECKED BY PG <br />DATE STARTED 4/14/21 COMPLETED 4/14/21 <br />AT TIME OF DRILLING 7.50 ft / Elev 927.40 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- Dry at 2 foot Cave-In Depth <br />HOLE SIZE 3 1/4 inches <br /> FINES CONTENT (%) <br />20 40 60 80 <br />20 40 60 80 <br />PL LLMC <br />DEPTH(ft)0 <br />5 <br />10 <br />15 <br />20 GRAPHICLOGMATERIAL DESCRIPTION <br />SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE <br />20 40 60 80 <br />MOISTURE CONT.(%)NOTESPAGE 1 OF 1 <br />BORING NUMBER SB-507 <br />CLIENT Laura & Jared Drengson <br />PROJECT NUMBER 21-0371 <br />PROJECT NAME Hugo Residential Development <br />PROJECT LOCATION Hugo <br />GEOTECH BH PLOTS - GINT STD US LAB.GDT - 4/20/21 12:32 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-0371 HUGO RESIDENTIAL DEVELOPMENT.GPJHaugo GeoTechnical Services <br />2825 Cedar Ave South <br />Minneapolis, MN 55407 <br />Telephone: 612-729-2959 <br />Fax: 763-445-2238