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Silty Sand, Trace Gravel, trace Roots, Black, Frozen (Topsoil) <br />(SP) Poorly Graded Sand, Fine to Medium Grained, trace Gravel, <br />Dark Brown, Moist, Very Loose to Medium Dense (Alluvium) <br />P-200= 3% <br />(SP) Poorly Graded Sand, Fine to Coarse Grained, trace Gravel, <br />Brown, Moist to Waterbearing, Very Loose to Medium Dense <br />(Alluvium) <br />P-200= 2.5% <br />Bottom of borehole at 26.0 feet. <br />AU <br />24 <br />SS <br />25 <br />SS <br />26 <br />SS <br />27 <br />SS <br />28 <br />SS <br />29 <br />SS <br />30 <br />SS <br />31 <br />SS <br />32 <br />8-9-8 <br />(17) <br />1-2-1 <br />(3) <br />1-1-1 <br />(2) <br />2-3-5 <br />(8) <br />3-5-7 <br />(12) <br />5-8-10 <br />(18) <br />4-4-6 <br />(10) <br />5-7-7 <br />(14) <br />5.5 <br />2 <br />NOTES <br />GROUND ELEVATION 893.4 ft <br />LOGGED BY MS/CK <br />DRILLING METHOD Hollow Stem Auger/Split Spoon <br />DRILLING CONTRACTOR HGTS 750-2 GROUND WATER LEVELS: <br />CHECKED BY PG <br />DATE STARTED 1/30/25 COMPLETED 1/30/25 <br />AT TIME OF DRILLING 12.50 ft / Elev 880.90 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />HOLE SIZE 3 1/4 inches <br />DEPTH(ft)0 <br />5 <br />10 <br />15 <br />20 <br />25 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-5/P-5 <br />CLIENT Capstone Homes <br />PROJECT NUMBER 25-0035 <br />PROJECT NAME Specht Farm <br />PROJECT LOCATION Elk River, MN <br />GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/14/25 12:23 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\25-0035 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