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BORING NUMBER SBA <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 970 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 JG AT END OF DRILLING Not Encountered <br />NOTES AFTER DRILLING 34.00 ft Eley 936.00 ft with Cave-in Depth of 35 fe t <br />W <br />A SPT N VALUE A <br />WW <br />U) 9 <br />Lu <br />20 40 60 80 <br />PL MC LL <br />i <br />EL <br />W M <br />W <br />5 <br />z -j <br />a- <br />C� <br />z <br />a <br />W <br />0 <br />MATERIAL DESCRIPTION <br />-j <br />a- <br />0 <br />�4 — <br />D <br />20 40 60 80 <br />0 <br />�E z <br />< <br />0 <br />W <br />M:D <br />0 z <br />0 <br />El FINES CONTENT (%) 0 <br />W <br />W <br />CL <br />0 <br />0 <br />20 40 60 80 <br />Sandy Lean Clay, black, moist. (Topsoil) <br />AU <br />(CL) Lean Clay, trace Fibers, brown, moist, medium. (Alluvium) <br />SS <br />2-4-4 <br />2 <br />(8) <br />5 <br />...... <br />(CL) Sandy Lean Clay, rust staining, brown, moist, stiff. <br />(Glacial Till) <br />— <br />SS <br />3 <br />6-7-8 <br />(15) <br />.'d ....... ....... p... <br />(CL) Lean Clay, trace Gravel, brown and light brown, moist, stiff. <br />3-5-8 <br />(Glacial Till) <br />4 <br />(13) <br />10 <br />............. ........ <br />_SS <br />5 <br />4-7-8 <br />(15) <br />.. ........ <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, brown to <br />SS <br />6-6-7 <br />dark brown at 39 feet, moist, medium dense. (Glacial Till) <br />6 <br />(13) <br />15 <br />4D:. <br />SS <br />7 <br />3-5-7 <br />(12) <br />20 <br />\A <br />SS <br />8 <br />4-6-8 <br />(14) <br />25 <br />. ...... <br />..... . ..... .... ....... <br />SS <br />9 <br />7-10-14 <br />(24) <br />[\A <br />.......... <br />30 <br />...... <br />/N <br />SS <br />10 <br />5-9-13 <br />(22) <br />............ <br />35 <br />SS <br />11 <br />6-6-8 <br />(14) <br />13 <br />r <br />q <br />.... ...... <br />SS <br />12 <br />3-8-10 <br />(18) <br />Bottom of borehole at 41.0 feet. <br />