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0 <br />N <br />0 <br />z <br />z <br />0 <br />0 <br />0 <br />a <br />q <br />w <br />z <br />m <br />W <br />2 <br />Z <br />2 <br />d <br />N <br />0 <br />ti <br />0 <br />0 <br />z <br />N <br />0 <br />U <br />LOG OF BORING <br />CHOSEN VALLEY TESTING <br />CVT <br />PROJECT: 17624.20.MNS <br />Design Phase Geotechnical Evaluation <br />Proposed Business Park <br />Unity Street NW <br />Ramsey, Minnesota <br />BORING: B-5 <br />LOCATION: <br />See attached sketch <br />DATE: 11/24/2020 <br />SCALE: 1" = 2' <br />Elev. <br />861.0 <br />De th <br />p <br />0.0 <br />USCS <br />Symbol <br />Description of Materials <br />(ASTM D 2487/2488) <br />BPF <br />WL <br />Tests and Notes <br />860.5 <br />0.5 <br />SM <br />. : <br />: <br />SILTY SAND, trace roots, black. <br />I <br />16 <br />I <br />10 <br />11 <br />11 <br />(Topsoil) <br />— <br />857.0 <br />— <br />4.0 <br />SP <br />. <br />.' .: <br />POORLY GRADED SAND with SILT, mostly <br />fine <br />dense. <br />grained, trace gravel, brown, moist, medium <br />(Possible Fill) <br />850.0 <br />11.0 <br />SP <br />. -. <br />• <br />• <br />POORLY GRADED SAND, mostly fine grained, <br />to <br />7.5 <br />trace gravel, brown to light brown, moist, loose <br />medium dense. <br />(Possible Fill) <br />Dark brown and grey Silty Sand inclusions around <br />feet <br />Trace organic fibers around 10 feet <br />End of boring. <br />Water not encountered during drilling <br />Boring sealed upon completion. <br />17624.20.MNS <br />B-5 page 1 of 1 <br />