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HAU <br />&RVICES <br />Haugo GeoTechnical Services BORING NUMBER SB-1 0 <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 890 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 12.50 ft / Elev 877.50 ft <br />LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.20 ft / Elev 877.80 ft <br />NOTES Piezometer Installed 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 />ii'A •/' <br />Silty Sand, trace Roots, light brown, moist. (Topsoil) <br />AU <br />(SC) Clayey Sand, fine to medium grained, brown, moist, loose. <br />(Alluvium) <br />73 <br />.• • . .• .• <br />SS <br />74 <br />3-3-4 <br />(7) <br />(CL-ML) Silty Clay, brown to about 9 feet then gray, wet, soft. <br />(Alluvium) <br />X <br />SS <br />75 <br />2-2-2 <br />(4) <br />45 <br />: <br />. . . . <br />SS <br />76 <br />1-2-1 <br />(3) <br />48 <br />. . . . <br />SS <br />77 <br />1-1-1 <br />(2) <br />:: <br />. <br />Y (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />- gray, waterbearing, very loose. (Alluvium) <br />SS <br />78 <br />2-1-1 <br />(2) <br />A <br />15 <br />• . <br />. <br />X:. <br />SS <br />79 <br />1-1-1 <br />(2) <br />A <br />• <br />20 <br />)( <br />SS <br />80 <br />2-2-1 <br />(3) <br />Bottom of borehole at 21.0 feet. <br />