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9 <br />7 <br />11 <br />12 <br />OL <br />SM <br />SP <br />SM <br />SP <br />SM <br />MC= 13.6% <br />MC= 17.8% <br />MC= 20.1% <br />MC= 21.9% <br />0.5 <br />1.5 <br />6.5 <br />9.5 <br />893.5 <br />892.5 <br />887.5 <br />884.5 <br />TOPSOIL Silty Sand, fine grained, trace Roots, <br />brown, moist. <br />SILTY SAND fine grained, grey, moist. <br />POORLY GRADED SAND WITH SILT fine <br />grained, brown, moist, loose. <br />(Glacial Outwash) <br />POORLY GRADED SAND WITH SILT fine <br />grained, grey, water bearing, medium dense. <br />(Glacial Outwash) <br />End of boring. <br />Water was observed at 7 feet during drilling. <br />Boring was sealed upon completion. <br />B-04 page 1 of 1 <br />0.0 <br />BORING:B-04 <br />22539.23.MNT <br />PROJECT: <br />894.0 <br />L O G O F B O R I N G <br />CHOSEN VALLEY TESTING <br />SCALE: 1" = 3' <br />BPF <br />22539.23.MNT <br />Design Phase Geotechnical Evaluation <br />Red Maple Lane Street Improvements <br />6354 Red Maple Ln. <br />Lino Lakes, Minnesota <br />See attached sketch. <br />LOCATION: <br />USCS <br />Symbol Tests and NotesDepthElev. <br />DATE: 10/3/2023 <br />Description of Materials <br />(ASTM D 2487/2488)WL <br />CV <br />T <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br /> <br />2 <br />2 <br />5 <br />3 <br />9 <br />. <br />2 <br />3 <br />. <br />M <br />N <br />T <br /> <br />( <br />L <br />I <br />N <br />O <br /> <br />L <br />A <br />K <br />E <br />S <br /> <br />R <br />E <br />D <br /> <br />M <br />A <br />P <br />L <br />E <br /> <br />L <br />N <br />) <br />. <br />G <br />P <br />J <br /> <br /> <br />L <br />O <br />G <br /> <br />A <br /> <br />G <br />N <br />N <br />N <br />0 <br />6 <br />. <br />G <br />D <br />T <br /> <br /> <br />1 <br />0 <br />/ <br />2 <br />4 <br />/ <br />2 <br />3