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O <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 />0 <br />0 <br />0 <br />1 <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-3 <br />LOCATION: <br />See attached sketch <br />DATE: I1/24/2020 <br />SCALE: 1" = 2' <br />Elev. <br />863.5 <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 />863.2 <br />0.3 <br />II <br />4" BITUMINOUS <br />I <br />i <br />I <br />i <br />I <br />i <br />862.2 <br />— <br />1.3 <br />• <br />• <br />— <br />12" AGGREGATE BASE <br />857.0 <br />— <br />6.5 <br />SP <br />. •: <br />-: <br />• <br />POORLY GRADED SAND, mostly fine to <br />medium <br />grained, trace gravel, brown, moist, loose. <br />(Possible Fill) <br />852.5 <br />11.0 <br />SP <br />: <br />•: <br />. <br />POORLY GRADED SAND, mostly fine to <br />medium <br />grained, trace gravel, light brown, moist, loose. <br />(Terrace Deposit) <br />_ <br />End of boring. <br />Water not encountered during drilling <br />Boring sealed upon completion. <br />17624.20.MNS <br />B-3 page 1 of 1 <br />