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Elev./ <br />Depth <br />ft <br />913.6 <br />0.3 <br />909.9 <br />4.0 <br />904.9 <br />9.0 <br />901.9 <br />12.0 <br />895.9 <br />18.0 <br />892.9 <br />21.0 WaterLevelDescription of Materials <br />(Soil-ASTM D2488 or 2487; Rock-USACE EM <br />1110-1-2908) <br />SILTY SAND (SM), fine-grained, trace roots, <br />black, moist (TOPSOIL FILL) <br />FILL: CLAYEY SAND (SC), slightly organic, <br />trace roots, gray, moist <br />FILL: SANDY LEAN CLAY (CL), trace Gravel, <br />gray, moist <br />SILTY SAND (SM), fine to medium-grained, <br />brown, moist, medium dense (ALLUVIUM) <br />POORLY GRADED SAND with SILT (SP-SM), <br />fine to medium-grained, trace coarse Gravel, <br />brown, moist, medium dense (GLACIAL <br />OUTWASH) <br />SANDY LEAY CLAY layer at 12 feet <br />SANDY LEAN CLAY (CL), reddish brown, <br />moist, very stiff (GLACIAL TILL) <br />END OF BORING <br />Boring immediately grouted <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 SampleBlows <br />(N-Value) <br />Recovery <br />8-7-6 <br />(13) <br />12" <br />4-3-4 <br />(7) <br />3" <br />2-2-4 <br />(6) <br />14" <br />1-6-10 <br />(16) <br />18" <br />7-7-4 <br />(11) <br />12" <br />4-6-5 <br />(11) <br />12" <br />7-9-7 <br />(16) <br />20" <br />qₚ <br />tsf <br />MC <br />% <br />15 <br />12 <br />Tests or Remarks <br />OC=3% <br />Water not observed while <br />drilling. <br />LOG OF BORING <br />See Descriptive Terminology sheet for explanation of abbreviations <br />Project Number B2008939 <br />Geotechnical Evaluation <br />Bremer St. Anthony Village <br />2654 Kenzie Terrace <br />St. Anthony, Minnesota <br />BORING:ST-3 <br />LOCATION: See attached sketch <br />NORTHING:181839 EASTING:541984 <br />DRILLER:M. Barber LOGGED BY:R. Braun START DATE:10/20/20 END DATE:10/20/20 <br />SURFACE <br />ELEVATION:913.9 ft RIG:GP-1 METHOD:3 1/4" HSA SURFACING:Grass WEATHER:Cloudy/snow <br />B2008939 Braun Intertec Corporation Print Date:11/17/2020 ST-3 page 1 of 1