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C <br />LOG OF TEST BORING <br />JOB NO 120-11872 VERTICAL SCALE ill 4 1 BORING; NO, 9 <br />PROJECT PROPOSED TRIT R SHOPPING CFNTFR- ROSFVTIIF, MN_ <br />DEPTH <br />DESCRIPTION OF MATERIAL <br />GEOLOGIC <br />SAMPLE <br />LABORATORY TESTS <br />NO. <br />TYPE <br />W <br />D <br />L L <br />Ou <br />IN <br />FEET <br />SURFACE ELEVATION 935,1 I <br />ORIGIN <br />N <br />WL <br />P.L. <br />1 <br />SILTY CLAY, dark brown, soft (CL) <br />TOPSOIL <br />1 <br />SB <br />2 <br />SILTY CLAY, brown, soft (CL) <br />FINE* <br />2 <br />SB <br />2 <br />LEAN CLAY, a trace of gravel, <br />WEATHERED <br />6 <br />3 <br />SB <br />brown mottled, medium (CL) <br />TILL <br />4 <br />- ---- <br />SANDY CLAY, a little gravel, brovin <br />TILL <br />mottled, rather stiff to stiff <br />12 <br />4 <br />SB <br />14 <br />120 <br />Pq=13 <br />(CL) <br />13 <br />5 <br />SB <br />15 <br />6 <br />SB <br />18 <br />7 <br />SB <br />22 <br />8 <br />SB <br />16 <br />- <br />End of Boring <br />*ALLUV I U11 <br />* Estimated dry density <br />Ll <br />WATER LEVEL MEASUREMENTS <br />START 5-18-84 COMPLETE 5-18-84 <br />DATE <br />TIME <br />SDEPTHD <br />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />BAILED DEPTHS <br />ATE <br />LEVEL <br />METHOD HSA 0 - 142' <br />1@ 10 :3 5 <br />to <br />5-18 <br />10:3 <br />16' <br />14%' <br />16' <br />to <br />None <br />5-18 <br />1 10:4q <br />16' <br />None <br />4' <br />to <br />None <br />CREW CHIEF White <br />10 <br />to-1vi rJVrY CT Du 11 unI GC1u <br />4 <br />SE-2 (77-B) 4 <br />