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HAUGO Haugo GeoTechnical Services <br />AFeTECHNIrAL 2825 Cedar Ave <br />g4. <br />"jyj jig Minneapolis, MN 554057 <br />Telephone: 612-729-2959 <br />CLIENT Final Grade <br />PROJECT NUMBER 16-0978 <br />DATE STARTED 11121/16 COMPLETED 11121/16 <br />DRILLING CONTRACTOR HGTS <br />DRILUNGMETHOD Hollow Stem AunedSplit Spoon <br />LOGGED BY NIS CHECKED BY JG <br />NOTES <br />BORING NUMBER SB -1 <br />PAGE 1 OF 1 <br />PROJECT NAME 2807 Casco Point Road <br />PROJECT LOCATION Orono, Minnesota <br />GROUND ELEVATION 970 ft HOLE SIZE 3 1/4 inches <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING —NotEncountered <br />AT END OF DRILLING — Not Encountered <br />7 AFTER DRILLING <br />LU <br />IL <br />A SPT N VALUE A <br />lwl� <br />a uj <br />CL <br />20 40 60 80 <br />PL MC LL <br />MATERIAL DESCRIPTION <br />Uj M <br />-i <br />W 0 <br />> <br />0 z <br />Z) Z CL <br />:D <br />ui <br />CL <br />0 <br />_j — <br />0 <br />20 40 60 80 <br />0 FINES CONTENT (%) Ll <br />C3 <br />CD <br />z <br />b <br />Lu <br />L) Z 0 >- <br />0 x <br />20 40 60 80 <br />Sandy Lean Clay, black, moist. (Topsoil) <br />AU <br />Ev <br />(CL) Lean ClaYT trace Fibers, brown, moist, medium. (Alluvium) <br />2-4-4 <br />VFSS <br />/N <br />2 <br />(8) <br />............... ....... <br />5 <br />6-7-8 <br />a a <br />(CL) Sandy Lean Clay, rust staining, brown, moist, stiff. <br />117 <br />SS <br />(Glacial Till) <br />3-5-8 <br />. ......... ....... <br />(CL) Lean Clay, trace Gravel, brown and light brown, moist, stiff. <br />x <br />Ss <br />(Glacial Tilt) <br />4 <br />(13) <br />4-7-8 <br />(15) <br />..... . ..... . <br />SS <br />6-6-7 <br />(SC) Clayey Sand, fine to medium gralined, trace Gravel, brown to <br />dark brown at 39 feet, moist, medium dense. (Glacial Till) <br />/\j <br />6 <br />(13) <br />3-5-7 <br />(12) <br />SS <br />7 <br />20 <br />4-6-8 <br />(14) <br />....... ............... ------ <br />...................... <br />\/I SS <br />8 <br />25 <br />7-10-14 <br />(24) <br />....... <br />....... -------- ....... ...... <br />SS <br />9 <br />30 <br />9 1-3 <br />\A <br />SS <br />0 <br />(22) <br />............ <br />35 <br />6-6-8 <br />(14) <br />....... <br />S <br />Ss <br />............. ....... <br />rl <br />.......... ...... <br />SS <br />3�8-1 0 <br />2 <br />(18) <br />Bottom of borehole at 41.0 feet. <br />