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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 />Brown, Moist, Very Loose to Medium Dense (Alluvium) <br />P-200= 2% <br />(SP-SM) Poorly Graded Sand with Silt, Fine to Medium Grained, <br />trace Gravel, Brown, Moist To About 12.5 Ft then Waterbearing <br />(Alluvium) <br />P-200= 5.5% <br />Bottom of borehole at 14.5 feet. <br />AU <br />17 <br />SS <br />18 <br />SS <br />19 <br />SS <br />20 <br />SS <br />21 <br />SS <br />22 <br />SS <br />23 <br />5-6-8 <br />(14) <br />1-2-2 <br />(4) <br />1-1-2 <br />(3) <br />1-1-1 <br />(2) <br />3-2-2 <br />(4) <br />3-3-8 <br />(11) <br />3 <br />10 <br />NOTES <br />GROUND ELEVATION 882.4 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 869.90 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />HOLE SIZE 3 1/4 inches <br />DEPTH(ft)0 <br />5 <br />10 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-6 <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