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0 <br />N <br />0 <br />Z <br />U <br />U <br />U <br />a <br />q <br />w <br />z <br />D <br />m <br />W <br />2 <br />Z <br />2 <br />0 <br />N <br />CO <br />0 <br />❑ <br />z <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-2 <br />LOCATION: <br />See attached sketch <br />DATE: I1/24/2020 <br />SCALE: 1" = 2' <br />Elev. <br />868.5 <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 />868.1 <br />0.4 <br />5" BITUMINOUS <br />11 <br />12 <br />6 <br />i <br />8 <br />R6R 0A <br />0 5II <br />. <br />\ <br />\1.5" RECYCLED BITUMINOUS <br />\3" AGGREGATE BASE <br />Sp <br />SM <br />': ' <br />•:'• <br />, <br />I R67 81 <br />0 gl <br />POORLY GRADED SAND with SILT, mostly fine <br />grained, trace gravel, brown, moist, medium dense. <br />(Possible Fill) <br />864.5 <br />4.0 <br />857.5 <br />_ <br />11.0 <br />SP <br />. -. <br />• <br />• <br />• <br />POORLY GRADED SAND, mostly fine grained, <br />trace gravel, brown, moist, loose to medium dense. <br />(Terrace Deposit) <br />Brown to orange brown around 7.5 feet <br />Light brown around 10 feet <br />_ <br />End of boring. <br />Water not encountered during drilling <br />Boring sealed upon completion. <br />17624.20.MNS <br />B-2 page 1 of 1 <br />