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HAU <br />&RVICES <br />Haugo GeoTechnical Services BORING NUMBER SB-12 <br />G ❑ 2825 Cedar Ave South PAGE 1 OF 1 <br />* L - Minneapolis, MN 55407 <br />Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT The Excelsior Group PROJECT NAME Trott Brook Property <br />PROJECT NUMBER 21-0561 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 7/22/21 COMPLETED 7/22/21 GROUND ELEVATION 885.7 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 750 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon a AT TIME OF DRILLING 20.00 ft / Elev 865.70 ft <br />LOGGED BY GD CHECKED BY PG 1 AT END OF DRILLING 14.50 ft / Elev 871.20 ft <br />NOTES AFTER DRILLING --- <br />o DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUEA <br />20 40 60 80 <br />DESCRIPTION <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />. .: `` <br />i,'.:,A.i;. <br />Poorly Graded Sand with Silt, trace Roots, light brown, moist. <br />(Topsoil) <br />AU <br />:. .. <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />brown, moist, loose to medium dense. (Alluvium) <br />89 <br />' <br />XSS <br />4-3-3 <br />P-200 = 4% <br />SS <br />91 <br />5-6-6 <br />(12) <br />4 <br />:.. <br />SS <br />92 <br />5-7-9 <br />(16) <br />10 <br />.• '..' :. <br />SS <br />93 <br />7-4-7 <br />(11) <br />(CL-ML) Silty Clay, gray, wet, soft. (Alluvium) <br />SS <br />94 <br />1-1-1 <br />(2) <br />41 <br />/ <br />• <br />15 <br />(SC) Clayey Sand, fine grained, gray, waterbearing, very loose. <br />• • • • <br />(Alluvium) <br />SS <br />95 <br />1-1-1 <br />(2) <br />25.5 <br />7 <br />(CL-ML) Silty Clay, gray, waterbearing, rather stiff. (Alluvium) <br />20 <br />A96 <br />SS <br />2-4-6 <br />(10). <br />65 <br />. . . . . . . <br />Bottom of borehole at 21.0 feet. <br />