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LOG OF BORING <br /> CHOSEN VALLEY TESTING <br /> Chosen Valley Testing,Inc. <br /> PROJECT: 11767.17.MNS BORING: B-03 <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 /> 99.2 0.0 Symbol (ASTM D 2487/2488) <br /> - OL •:a: TOPSOIL,Clayey Sand,fine-to-medium grained, <br /> a;:fz: trace roots,black,wet. <br /> - 97.9 15 •�'i i�/ <br /> SC •' <br /> CLAYEY SAND,fine-to-medium grained,trace <br /> Gravel,brown,wet,loose. <br /> • <br /> • (Glacial Till) MC=13% <br /> . ' <br /> • E1 <br /> - /. <br /> II' g MC=14% <br /> - 92.7 6.5 I <br /> SP POORLY GRADED SAND,fine-to-medium <br /> - grained,trace Gravel,moist,very loose. <br /> (Glacial Outwash) <br /> ' <br /> - II 4 <br /> 1 <br /> 90.2 9.0 � . <br /> — SC % CLAYEY SAND,fine-to-medium grained,trace <br /> ,// Gravel,brown,wet, medium dense. <br /> (Glacial Till) II 15 MC.-107 <br /> •- . A- <br /> 87.7 11.5 • <br /> CL 9SANDY LEAN CLAY,trace Gravel,brown,wet, E 1 <br /> - stiff.Ii <br /> (Glacial Till) 10 <br /> C7 0 <br /> a 11 <br /> o— <br /> w- 0 PP=2.25 tsf <br /> o 10 MC=13% <br /> 0 83.2 16.0 <br /> o- End Boring. <br /> g Water was not observed. <br /> Z - Boring caved in at 14 feet after auger removal. <br /> 2- Boring was sealed upon completion. <br /> '- <br /> 0 <br /> O <br /> cc0 <br /> Z <br /> Q <br /> H <br /> U <br /> 0 <br /> U <br /> 11767.17.MNS B-03 page 1 of I <br />