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Silty Sand, trace Gravel, trace Roots, Black, Frozen (Topsoil) <br />(SP-SM) Poorly Graded Sand with Silt, Fine to Medium Grained, <br />trace Gravel, Brown, Moist, Medium Dense (Alluvium) <br />(SP) Poorly Graded Sand, Fine to Coarse Grained, Brown, Moist, <br />Very Loose to Medium Dense (Alluvium) <br />(SP-SM) Poorly Graded Sand with Silt, Fine to Medium Grained, <br />trace Gravel, Brown to Reddish Brown, Moist, Dense to Very <br />Dense (Alluvium) <br />(SP) Poorly Graded Sand, Fine to Coarse Grained, trace Gravel, <br />Brown, Waterbearing, Dense to Very Dense (Alluvium) <br />Bottom of borehole at 61.0 feet. <br />AU <br />1 <br />SS <br />2 <br />SS <br />3 <br />SS <br />4 <br />SS <br />5 <br />SS <br />6 <br />SS <br />7 <br />SS <br />8 <br />SS <br />9 <br />SS <br />10 <br />SS <br />11 <br />SS <br />12 <br />SS <br />13 <br />SS <br />14 <br />SS <br />15 <br />SS <br />16 <br />10-9-8 <br />(17) <br />1-1-2 <br />(3) <br />2-4-5 <br />(9) <br />5-6-7 <br />(13) <br />9-12-10 <br />(22) <br />7-8-12 <br />(20) <br />7-13-14 <br />(27) <br />7-10-12 <br />(22) <br />10-14-13 <br />(27) <br />9-11-14 <br />(25) <br />19-25-27 <br />(52) <br />19-31-37 <br />(68) <br />13-32-37 <br />(69) <br />21-40-49 <br />(89) <br />20-16-15 <br />(31) <br />NOTES <br />GROUND ELEVATION 898.9 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 55.00 ft / Elev 843.90 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />HOLE SIZE 3 1/4 inches <br />DEPTH(ft)0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 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-1/P-1 <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