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6 <br />4 <br />8 <br />10 <br />21 <br />23 <br />20 No recovery. Sample <br />from cuttings. <br />10 <br />CL <br />SM <br />SP- <br />SM <br />SP <br />SC <br />LEAN CLAY with SAND, dark brown, wet. <br />(Topsoil) <br />SILTY SAND, with Gravel, reddish brown, wet, loose. <br />(Glacial Outwash) <br />POORLY GRADED SAND with SILT, fine- to <br />medium-grained, with Gravel, brown to reddish brown, <br />moist, very loose. <br />(Glacial Outwash) <br />POORLY GRADED SAND, with Clayey Sand lenses <br />and Gravel, brown to reddish brown, wet, loose to <br />medium dense. <br />(Glacial Outwash) <br />CLAYEY SAND, Gravely, reddish brown, wet, very stiff. <br />(Glacial Till) <br />END OF BORING. <br />Water not observed while drilling. <br />Water not observed to cave-in depth of 16 feet <br />immediately after withdrawal of auger. <br />Boring immediately backfilled. <br />1004.3 <br />1001.1 <br />998.1 <br />987.1 <br />984.1 <br />0.8 <br />4.0 <br />7.0 <br />18.0 <br />21.0 <br />11/12/14 1" = 4'DATE:SCALE:DRILLER: <br />Tests or NotesWL <br />Braun Intertec Corporation, Bloomington MN 55438 ST-5 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-5 <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 10:43Braun 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 />1005.1 <br />Depth <br />feet <br />0.0