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w <br />w <br />a <br />Z <br />2 <br />0 <br />N <br />C7 <br />N <br />LOG OF BORING <br />CHOSEN VALLEY TESTING <br />PROJECT: 17623.20.MNS <br />BORING: B-01 <br />Design Phase Geotechnical Evaluation <br />LOCATION: <br />Proposed Infrastructure Improvements <br />See attached sketch <br />Tiger Street <br />Ramsey, Minnesota <br />DATE: 11/23/2020 <br />SCALE: 1" = 2' <br />Elev. <br />Depth <br />USCS <br />Symbol <br />Description of Materials <br />(ASTM D 2487/2488) <br />BPF <br />WL <br />Tests and Notes <br />0.0 <br />0.3 <br />4" BITUMINOUS <br />8" SAND and GRAVEL, brown. <br />SP <br />(Fill) <br />1.0 <br />XX <br />1.3 <br />SM <br />SILTY SAND, black, moist. <br />(Fill) <br />SP <br />POORLY GRADED SAND, mostly fine to <br />medium grained, trace gravel, brown, moist, medium <br />:. <br />dense. <br />(Possible Fill) <br />19 <br />4.0 <br />SP <br />POORLY GRADED SAND with SILT, mostly <br />SM <br />fine to medium grained, trace gravel, greyish brown, <br />moist, dense. <br />(Possible Fill) <br />39 <br />6.5 <br />SP <br />POORLY GRADED SAND, mostly fine grained, <br />trace gravel, brown, moist, medium dense. <br />(Terrace Deposit) <br />20 <br />13 <br />11.0 <br />End of boring. <br />Water not encountered during drilling. <br />Boring sealed upon completion. <br />17623.20.MNS B-01 page 1 of 1 <br />