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13 <br />18 <br />15 <br />21 <br />35 <br />36 <br />25 <br />3 <br />CL <br />SC <br />SP <br />SC- <br />SM <br />SP <br />SC <br />LEAN CLAY with SAND, dark brown, wet. <br />(Topsoil) <br />CLAYEY SAND, with Sand seams, reddish brown, <br />moist, stiff. <br />(Glacial Till) <br />POORLY GRADED SAND, fine-grained, brown, moist, <br />medium dense. <br />(Glacial Outwash) <br />SILTY CLAYEY SAND, fine- to medium-grained, with <br />Gravel, reddish brown, wet, medium dense. <br />(Glacial Till) <br />POORLY GRADED SAND, fine-grained, brown, moist, <br />dense. <br />(Glacial Outwash) <br />With Gravel at 15 feet. <br />CLAYEY SAND, with Gravel, reddish brown, wet, very <br />stiff. <br />(Glacial Till) <br />END OF BORING. <br />Water not observed while drilling. <br />Water not observed to cave-in depth of 15 feet <br />immediately after withdrawal of auger. <br />Boring immediately backfilled. <br />1004.5 <br />1001.5 <br />998.5 <br />993.5 <br />987.5 <br />984.5 <br />1.0 <br />4.0 <br />7.0 <br />12.0 <br />18.0 <br />21.0 <br />11/11/14 1" = 4'DATE:SCALE:DRILLER: <br />Tests or NotesWL <br />Braun Intertec Corporation, Bloomington MN 55438 ST-6 page 1 of 1 <br />3 1/4" HSA, AutohammerK. Keck <br />L O G O F B O R I N G <br />(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch. <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />Description of Materials <br />ST-6 <br />METHOD: <br />BORING: <br />BPF <br />B14-08413LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\08413.GPJ BRAUN_V8_CURRENT.GDT 12/3/14 10:44Braun Project B14-08413 <br />GEOTECHNICAL EVALUATION <br />Inwood and 10th Development <br />Southeast Quadrant of Inwood Avenue N and 10th Street N <br />Lake Elmo, Minnesota <br />MC <br />%Symbol <br />Elev. <br />feet <br />1005.5 <br />Depth <br />feet <br />0.0