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LOG OF BORING <br /> CHOSEN VALLEY TESTING <br /> Chosen Valley Testing,Inc. <br /> PROJECT: 1 1767.17.MNS BORING: B-01 <br /> Design Phase Geotechnical Evaluation LOCATION: <br /> Proposed House See attached sketch. <br /> 1795 Fox Street <br /> Wayzata,MN <br /> DATE: 6/23/2017 SCALE: 1"=3' <br /> Elev. Depth USCS Description of Materials BPF WL Tests and Notes <br /> 94.4 0.0 Symbol (ASTM D 2487/2488) <br /> _ OL •: '; TOPSOIL,Clayey Sand,fine-to-medium grained, Benchmark: Orange pin in <br /> ? <br /> �:: trace roots,black,wet. tree,assumed=100ft <br /> 93.4 1.0 ,?� <br /> SC % CLAYEY SAND,fine-to-medium grained,trace <br /> / Gravel,gray to brown,wet,loose to medium dense. <br /> /�� (Glacial Till) F. <br /> H :: E1 <br /> � 12 MC=12% <br /> 87.9 6.5 . <br /> • <br /> CL ; SANDY LEAN CLAY,trace Gravel,brown,wet, I <br /> – • rather stiff to stiff. 1 MC=11% <br /> (Glacial Till) <br /> • <br /> II 13 <br /> 1 <br /> i� 1 <br /> 1 1 <br /> — <br /> • <br /> II 16 MC=12% <br /> 1 <br /> ,.. • 1/ <br /> PP=2.5 tsf <br /> o <br /> '1112 <br /> z– % <br /> - Ija <br /> aii7- 13 PP=2.75 tsf <br /> D % II MC=12% <br /> a 78.4 16.0 <br /> o– <br /> End Boring. <br /> g Water was not observed. <br /> Z – Boring caved in at 12 1/2 feet after auger removal. <br /> – Boring was sealed upon completion. <br /> – <br /> o– <br /> a <br /> a <br /> Z <br /> a <br /> Co— <br /> I <br /> I1767.17.MNS B-01 page 1 of I <br />