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HAU <br />&RVICES <br />Haugo GeoTechnical Services BORING NUMBER SB-1 <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 7/21/21 COMPLETED 7/21/21 GROUND ELEVATION 884.3 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 864.30 ft <br />LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 18.10 ft / Elev 866.20 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 />Poorly Graded Sand with Silt, trace Roots, brown, moist. (Topsoil) <br />•:..' ' ' .. <br />• ..'.• <br />(SP) Poorly Graded Sand, fine to medium grained, brown, moist, <br />loose. (Alluvium) <br />9 <br />--.'...: <br />XSS <br />10 <br />3-3-3 <br />(6) <br />5 <br />P-200 = 3% <br />SS <br />11 <br />4-2-3 <br />(5) <br />3.5 <br />. . . . <br />(SP) Poorly Graded Sand, fine to medium grained, brown, moist to <br />waterbearing, very loose to medium dense. (Alluvium) <br />SS <br />12 <br />3-2-2 <br />(4) <br />10 <br />.•:• . <br />SS <br />13 <br />3-2-3 <br />(5) <br />• <br />SS <br />14 <br />3-3-3 <br />(6) <br />SS <br />15 <br />6-5-6• <br />(11) <br />• <br />20 <br />:'a <br />.:. <br />/\SS <br />16 <br />6-6-6 <br />(12) <br />Bottom of borehole at 21.0 feet. <br />