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Silty Sand, trace Roots and Grass, Black, Frozen (Topsoil) <br />(SP-SM) Poorly Graded Sand with Silt, Fine Grained, Dark Brown, <br />Moist, Loose (Alluvium) <br />P-200= 11% <br />(SP) Poorly Graded Sand, Fine to Coarse Grained, with Gravel, <br />Brown, Moist to about 20 Ft then Waterbearing, Very Loose to <br />Medium Dense (Alluvium) <br />P-200= 2% <br />Bottom of borehole at 31.0 feet. <br />AU <br />56 <br />SS <br />57 <br />SS <br />58 <br />SS <br />59 <br />SS <br />60 <br />SS <br />61 <br />SS <br />62 <br />SS <br />63 <br />SS <br />64 <br />SS <br />65 <br />4-4-2 <br />(6) <br />1-1-2 <br />(3) <br />1-1-1 <br />(2) <br />2-6-9 <br />(15) <br />6-7-9 <br />(16) <br />4-12-15 <br />(27) <br />8-12-12 <br />(24) <br />4-7-7 <br />(14) <br />8-12-16 <br />(28) <br />8.5 <br />4 <br />NOTES <br />GROUND ELEVATION 885.1 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 30.00 ft / Elev 855.10 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 <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-8 <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