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LOG OF BORING <br /> � PROJECT: BABX92-813 BORING: ST-1 <br /> GEOTECHNICAL EVALUATION <br /> Proposed House LOCATION: <br /> 38XX Bayside Road See attached sketch. <br /> Orono, Minnesota <br /> DATE: 12/15/92 SCALE: 1" = 4' <br /> Elev. Depth ASTM Descripdon of Materials <br /> 935.0 0.0 Symbol (ASTM D2488) BPF Tests or Notes <br /> CL LEAN CLAY with SAND, with fibers, black, Benchmark: Boring <br /> 934.0 1.0 wet. elevations estimated from <br /> CL (TopSoll) topographic site plan. <br /> 933.0 2.0 <br /> C� LEAN CLAY with SAND, with a trace of fibers, 12 <br /> brown, wet. <br /> 931.0 4.0 SILTY CLAYEY SAND, fine- to <br /> SC ��. , medium-grained, with a trace of fine to coarse , <br /> ��. �Gravel, with pieces of shale, light gray, moist to ' 14 <br /> �:, swet, medium dense. , <br /> � �� , (Glacial Till) <br /> = CLAYEY SAND, fine- to medium-grained, with <br /> : a trace of fine to coarse Gravel and Cobbles, with 1S <br /> �. layers of Silty Clay, grayish brown, moist to wet, <br /> medium dense. <br /> (Glacial Till) <br /> 22 <br /> 15 <br /> 20 <br /> 916.0 19.0 ��:� <br /> - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - <br /> CL SANDY LEAN CLAY, with a trace of fine to <br /> coarse Gravel, gray, moist to wet, stiff. 15 <br /> 4.5 20.5 (Glacial Till) <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 16 1/2' <br /> immediately after withdrawal of auger. <br /> Water not observed to cave-in depth of 16 1/2' 1 <br /> 1/2 hours after withdrawal of auger. <br /> Boring then bacl�illed. <br /> BAIIY92-813 Braun Intertec-12l18/92 ST-1 page 1 of 1 <br />