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10 <br />9 <br />8 <br />7 <br />10 <br />7 <br />SP <br />SM <br />CL <br />Elevations were estimated <br />using MnDNR's program <br />MNTOPO and should be <br />considered approximate. <br />MC= 11.8% <br />MC= 7.5% <br />MC= 19.7% <br />MC= 20.3% <br />MC= 21% <br />MC= 29% <br />0.3 <br />0.8 <br />2.0 <br />13.5 <br />14.9 <br />899.7 <br />899.2 <br />898.0 <br />886.5 <br />885.1 <br />4 INCHES BITUMINOUS <br />6 INCHES AGGREGATE <br />POSSIBLE FILL Poorly graded sand with silt, fine <br />grained, dark brown, moist. <br />POORLY GRADED SAND WITH SILT fine <br />grained, brown, moist to 7 feet then water bearing, <br />loose. <br />(Glacial Outwash) <br />SANDY LEAN CLAY grey, wet, medium <br />stiffness. <br />(Glacial Fluvium) <br />End of boring. <br />Water was observed at 7 feet during drilling. <br />Boring was sealed upon completion. <br />B-01 page 1 of 1 <br />0.0 <br />BORING:B-01 <br />22539.23.MNT <br />PROJECT: <br />900.0 <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 />CVT STANDARD 22539.23.MNT (LINO LAKES RED MAPLE LN).GPJ LOG A GNNN06.GDT 10/24/23333