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BORING NUMBER SB -2 <br />HAUGO <br />Haugo GeoTechnical Services <br />2825 Cedar Ave <br />PAGE I OF 1 <br />,QFnTECHNICAL <br />III <br />Minneapolis, MN 554057 <br />Eva <br />Telephone: 612-729-2959 <br />CLIENT Final Grade <br />PROJECT NAME 2807 <br />Casco Point Road <br />PROJECT NUMBER 16-0978 <br />PROJECT LOCATION <br />Orono, Minnesota <br />DATE STARTED 11121/16 COMPLETED 11121116 <br />GROUND ELEVATION <br />969.3 It HOLE SIZE -3 1/4 inches <br />DRILLING CONTRACTOR HGTS <br />GROUND WATER LEVELS: <br />DRILLJNGMETHOD Hollow Stem Au(jerlSplit Spoon <br />AT TIME OF DRILLING Not Encountered <br />LOGGED BY <br />MS CHECKED BY JC <br />AT END OF DRILLING Not Encountered <br />NOTES <br />ZAFTERDRILLING <br />31.30 ft I Elev938,00 ftwith Cave-in Depth of 33.8 i�et <br />AL SPT N VALUE A <br />CL <br />>- <br />co 20 40 60 80 <br />a- Z? <br />(9 <br />0-0 <br />MATERIAL DESCRIPTION <br />LU ix <br />Lu 0 <br />iL PL MC LL <br />z —j �- =� "3 i <br />Z <br />* ' <br />w <br />< <br />Of <br />' Z' -5 20 40 60 80 <br />ME y <br />2F z <br />< Lu <br />0 z L) >- <br />0 Of 0 FINES CONTENT (0/6) E] <br />0 <br />20 40 60 80 <br />Sandy Lean Clay, black, moist. (Topsoil) <br />AU <br />E- <br />(CL) Lean Clay, trace Fibers, brown, moist, medium. CAlluvium) —Ul �3 <br />SS <br />2-4-4 <br />1 <br />............... <br />(8) <br />5 <br />(SC) Clayey Sand, fine to medium grained, [race Fibers, rust <br />staining at 8 feet, brown and light brown, moist, loose to medium SS <br />15 <br />3-4-7 ............ . <br />0 <br />dense. (Glaclial Till) <br />------- <br />Ss <br />.............. <br />44-6 <br />16 <br />16 <br />(10) <br />. ... ............. <br />10 <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, <br />moist, medium dense. (Glacial Till) <br />brown, <br />SS <br />� SS <br />17 <br />17 <br />3-5-6 ... ... . <br />(11) <br />SS <br />3-5-7 As. <br />. . ........ . <br />�5 15 <br />SS <br />2-5-6 ....... <br />19 <br />. ........... <br />............ .. .... ....... <br />20 <br />\/I SS <br />4-5-6 <br />/\j 20 <br />---------- ...... ....... 4 <br />............ <br />LU <br />25 <br />\A Ss <br />. .......... ........... <br />3-7-9 <br />W............ <br />21 <br />(16) ....... <br />....... ...... <br />30 <br />Ss <br />5-6-8 <br />22 <br />_J14 ...... <br />\/I SS <br />5-13-13 <br />/\j 23 <br />(26) ............ <br />40 <br />Ss <br />5-7-8 <br />2 4 <br />(15) <br />0 <br />ul <br />Bottom of borehole at 4 1.0 feet. <br />01 <br />