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BORING NUMBER SB -2 <br />HAUGO Haugo GeoTechnical Services <br />2825 Cedar Ave PAGE I OF I <br />Minneapolis, MN 554057 <br />Telephone: 612-729-2959 <br />CLIENT Final Grade PROJECT NAME 2807 Casco Point Road <br />PROJECT NUMBER 16-0978 PROJECT LOCATION Orono, Minnesota <br />DATE STARTED 11/21/16 COMPLETED 11/21/16 GROUND ELEVATION 969.3 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING Not Encountered <br />LOGGED BY MS CHECKED BY JC AT END OF DRILLING Not Encountered <br />NOTES T AFTER DRILLING 31.30 ft Elev 938.00 ft with Cave -In Depth of 33.8 1 at <br />W <br />EL <br />— <br />2� <br />A SPT N VALUE A <br />x <br />>- <br />rn W <br />W <br />20 40 60 80 <br />PL MC LL <br />i 0 1 <br />CL <br />CL o <br />MATERIAL DESCRIPTION <br />W <br />W M <br />_3 2i <br />x S <br />W a <br />> <br />3: �- D <br />oz -j <br />Z) < <br />CL <br />�- (�� <br />W <br />'E� <br />z " <br />W <br />< _j <br />of <br />CL 5 <br />X <br />0— <br />0 <br />-1 <br />M0> <br />y <br />20 40 60 80 <br />El FINES CONTENT El <br />2 z <br />< <br />W <br />C) z <br />0 <br />Of <br />(n <br />or <br />Sandy Lean Clay, black, moist. (Topsoil) <br />(CL) Lean Clay, trace Fibers, brown, moist, medium. (Alluvium) <br />SS <br />2-4-4 <br />:0 <br />14 <br />(8) <br />5 <br />... .... 0 <br />ON <br />(SC) Clayey Sand, fine to medium grained, trace Fibers, rust <br />staining at 8 feet, brown and light brown, moist, loose to medium <br />M <br />SS <br />15 <br />3-4-7 <br />(11) <br />dense. (Glacial Till) <br />...... <br />S <br />SS <br />4-4-6 <br />16 <br />1 6 <br />(10) <br />10 <br />........ ...... <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, brown, <br />moist, medium dense. (Glacial Till) <br />[15 <br />S <br />SS <br />17 <br />3-5-6 <br />0 1) <br />....... . ....... ...... <br />p <br />SS S <br />3-5-7 <br />11 8 <br />(12) <br />-Ap ..... ....... ....... <br />...... <br />SS <br />19 <br />2-5-6 <br />20 <br />SS <br />20 <br />4-5-6 <br />0 1) <br />25 <br />........ <br />SS <br />21 <br />3-7-9 <br />(16) <br />r <br />.. ........ <br />.......... <br />30 <br />\A <br />SS <br />22 <br />5-6-8 <br />(14) <br />2 <br />35 <br />.... <br />. ..... ....... ...... <br />23 <br />5-13-13 <br />(26) <br />........... — ... ....... <br />q <br />... ... - <br />SS <br />24 <br />5-7-8 <br />(15) <br />_A0 <br />LU <br />0 <br />LU Bottom of borehole at 41.0 feet. :::A <br />L9 I <br />