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Silty Sand, trace Roots, Dark Brown, Frozen to About 3 Ft then <br />Moist (Topsoil) <br />(SP) Poorly Graded Sand, Fine Grained, Brown, Moist, Very <br />Loose to Loose (Alluvium) <br />(SP) Poorly Graded Sand, Fine to Coarse Grained with Gravel, <br />Brown, Moist to About 20 Ft then Waterbearing, Loose to Medium <br />Dense (Alluvium) <br />Bottom of borehole at 26.0 feet. <br />AU <br />66 <br />SS <br />67 <br />SS <br />68 <br />SS <br />69 <br />SS <br />70 <br />SS <br />71 <br />SS <br />72 <br />SS <br />73 <br />SS <br />74 <br />2-1-3 <br />(4) <br />2-3-3 <br />(6) <br />2-3-3 <br />(6) <br />2-2-2 <br />(4) <br />1-3-5 <br />(8) <br />3-3-3 <br />(6) <br />4-4-6 <br />(10) <br />10-12-16 <br />(28) <br />NOTES <br />GROUND ELEVATION 881.6 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 1/31/25 COMPLETED 1/31/25 <br />AT TIME OF DRILLING 20.00 ft / Elev 861.60 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-2/P-2 <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