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9 <br />11 <br />10 <br />7 <br />10 <br />5 <br />7 <br />SP <br />SM <br />SP <br />SM <br />SC <br />MC= 9.5% <br />MC= 9.7% <br />MC= 17.4% <br />MC= 23.6% <br />MC= 31.5% <br />MC= 16.7% <br />MC= 14.9% <br />0.3 <br />0.7 <br />1.8 <br />13.5 <br />21.0 <br />898.7 <br />898.3 <br />897.2 <br />885.5 <br />878.0 <br />3 INCHES BITUMINOUS <br />6 INCHES AGGREGATE <br />POORLY GRADED SAND WITH SILT fine <br />grained, trace Gravel, brown, moist. <br />(Glacial Outwash) <br />POORLY GRADED SAND WITH SILT fine <br />grained, brown, moist to 7 feet then water bearing, <br />loose to medium dense. <br />(Glacial Outwash) <br />CLAYEY SAND fine-to-medium grained, grey, <br />wet, loose. <br />(Glacial Fluvium) <br />End of boring. <br />Water was observed at 7 feet during drilling. <br />Boring was sealed upon completion. <br />B-03 page 1 of 1 <br />0.0 <br />BORING:B-03 <br />22539.23.MNT <br />PROJECT: <br />899.0 <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 10/24/23335