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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 />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-8 <br />LOCATION: <br />See attached sketch <br />DATE: I1/24/2020 <br />SCALE: 1" = 2' <br />Elev. <br />880.5 <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 />880.1 <br />0.4 <br />5" BITUMINOUS <br />I <br />16 <br />I <br />14 <br />I <br />I <br />11 <br />10 <br />— <br />— 879.4 <br />— <br />1- <br />— <br />8" AGGREGATE BASE <br />874.0 <br />— <br />6.5 <br />SP <br />SM <br />♦♦♦ <br />*o* <br />♦ <br />♦ <br />.�� <br />♦ <br />.� <br />♦ <br />♦ <br />♦♦ <br />POORLY GRADED SAND with SILT, mostly <br />fine <br />grained, trace gravel, brown to dark brown, moist, <br />medium dense. <br />(Fill) <br />869.5 <br />_ <br />11.0 <br />SP <br />. <br />.: <br />. <br />POORLY GRADED SAND, mostly fine grained, <br />trace gravel, light brown, moist, loose to medium <br />. dense. <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-8 page 1 of 1 <br />