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8 <br />12 <br />10 <br />11 <br />14 <br />27 <br />9 <br />Benchmark: <br />Elevations were <br />obtained using <br />GPS and the State <br />of Minnesota's <br />permanent base <br />station network. <br />No sample <br />recovery. <br />4 <br />CL <br />SM <br />SP- <br />SM <br />SC- <br />SM <br />LEAN CLAY with SAND, brown, moist. <br />(Topsoil) <br />SILTY SAND, fine- to medium-grained, brown to <br />reddish brown, moist, loose. <br />(Glacial Outwash) <br />POORLY GRADED SAND with SILT, fine- to <br />medium-grained, reddish brown, moist, medium dense. <br />(Glacial Outwash) <br />SILTY CLAYEY SAND, fine- to medium-grained, with <br />Sand seams and Gravel, brown, wet, loose to medium <br />dense. <br />(Glacial Till) <br />END OF BORING. <br />Auger met refusal at the 15-foot depth. <br />Water not observed while drilling. <br />Water not observed to cave-in depth of 14 feet <br />immediately after withdrawal of auger. <br />Boring immediately backfilled. <br />1030.0 <br />1026.7 <br />1023.7 <br />1014.7 <br />0.7 <br />4.0 <br />7.0 <br />16.0 <br />11/11/14 1" = 4'DATE:SCALE:DRILLER: <br />Tests or NotesWL <br />Braun Intertec Corporation, Bloomington MN 55438 ST-1 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-1 <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 />P200 <br />% <br />MC <br />%Symbol <br />Elev. <br />feet <br />1030.7 <br />Depth <br />feet <br />0.0