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Silty Sand, Black, Frozen to About 2 Ft then Moist (Topsoil) <br />(SP-SM) Poorly Graded Sand with Silt, Fine to Coarse Grained <br />with Gravel, Dark Brown, Moist, Loose (Alluvium) <br />(SP) Poorly Graded Sand, Fine to Medium Grained, trace Gravel, <br />Brown, Moist, Very Loose to Medium Dense (Alluvium) <br />(SM) Silty Sand, Fine Grained, Brown, Moist, Medium Dense <br />(Alluvium) <br />Bottom of borehole at 31.0 feet. <br />AU <br />84 <br />SS <br />85 <br />SS <br />86 <br />SS <br />87 <br />SS <br />88 <br />SS <br />89 <br />SS <br />90 <br />SS <br />91 <br />SS <br />92 <br />SS <br />93 <br />6-3-3 <br />(6) <br />3-4-5 <br />(9) <br />2-2-2 <br />(4) <br />1-2-2 <br />(4) <br />2-2-3 <br />(5) <br />3-5-10 <br />(15) <br />7-10-14 <br />(24) <br />5-6-11 <br />(17) <br />12-14-16 <br />(30) <br />NOTES <br />GROUND ELEVATION 890.4 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 2/3/25 COMPLETED 2/3/25 <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 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 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-4 <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