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LOG OF BORING <br /> , PROJECT: BABX92-813 BORING: $T-2 <br /> GEOTECI-INICAL EVALUATION <br /> Proposed House LOCATION: <br /> 38XX Bayside Road See attached sketc6. <br /> Orono, Minnesota <br /> DATE: 12/15/92 SCALE: 1" = 4' <br /> Elev. Depth ASTM Descriprion of Materials <br /> 935.0 0.0 Symbol (ASTM D2488) BPF Tests or Notes <br /> 934.3 0.7 CL LEAN CLAY with SAND, with fibers, black, <br /> 933.5 1.5 �L moist to wet. <br /> �� (Topsoil) <br /> LEAN CLAY with SAND, dark brown, moist to 12 <br /> wet. <br /> SILTY CLAYEY SAND, fine-to <br /> medium-grained, with a trace of fine Gravel, with <br /> 30.0 5.0 a trace of fibers, light gray, moist to wet. 15 <br /> SC : �: : � (Glacial Till) � <br /> �� CLAYEY SAND, fine- to medium-grained, with <br /> � a trace of fine to coarse Gravel, with lenses of " <br /> � Silty Sand and layers of Lean Clay, grayish 16 <br /> brown, moist to wet. <br /> 926.0 9.0 : `� (Glacial Till) <br /> - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - <br /> SM SILTY SAND, fine- to medium-grained, with a <br /> trace of fine Gravel, brown, moist, medium 19 <br /> dense. <br /> (Glacial Till) <br /> 24 <br /> 921.0 14.0 <br /> GC .� CLAYEY GRAVEL, fine- to coarse-grained, � <br /> „� with cobbles, brown, moist, very dense. * * l00 blows for 2 <br /> ,@ (Glacial Outwash) <br /> 918.0 17.0 � <br /> CL SANDY LEAN CLAY, with a trace of fine to <br /> coarse Gravel, gcay, moist to wet, stiff. <br /> (Glacial Till) <br /> 14 <br /> 4.5 20.5 <br /> END OF BORING. <br /> � Water not observed with 19' of hollow stem <br /> auger in the ground. <br /> Water not observed to cave-in depth of 18' <br /> immediately after withdrawal of auger. <br /> Water not observed to cave-in depth of 18' 1/2 <br /> hour after withdrawal of auger. <br /> � Boring then bacldlled. <br /> BABX92-813 Braun Intectec-1/6/93 SI'-2 page 1 of 1 <br />