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LOG OF BORING <br />CHOSEN VALLEY TESTING <br />PROJECT: 17624.20.MNS <br />BORING: B-5 <br />Design Phase Geotechnical Evaluation <br />LOCATION: <br />Proposed Business Park <br />See attached sketch <br />Unity Street NW <br />Ramsey, Minnesota <br />DATE: 11/24/2020 <br />SCALE: III= 2' <br />Elev. <br />Depth <br />USCS <br />Description of Materials <br />BPF <br />WL <br />Tests and Notes <br />861.0 <br />0.0 <br />Symbol <br />(ASTM D 2487/2488) <br />SM <br />SILTY SAND, trace roots, black. <br />860.5 <br />0.5 <br />(Topsoil) <br />SP <br />POORLY GRADED SAND with SILT, mostly fine <br />SM <br />grained, trace gravel, brown, moist, medium dense. <br />(Possible Fill) <br />16 <br />857.0 <br />4.0 <br />SP <br />� . �. <br />POORLY GRADED SAND, mostly fine grained, <br />;. <br />trace gravel, brown to light brown, moist, loose to <br />.' <br />medium dense. <br />. <br />(Possible Fill) <br />10 <br />'. . <br />Dark brown and grey Silty Sand inclusions around 7.5 <br />11 <br />'. <br />feet <br />:.' <br />Trace organic fibers around 10 feet <br />11 <br />850.0 <br />11.0 <br />' <br />End of boring. <br />Water not encountered during drilling. <br />Boring sealed upon completion. <br />17624.20.MNS B-5 page 1 of 1 <br />