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3 1/4" HSA 0' - 13' <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />Topsoil <br />Outwash <br />- <br />11 <br />10 <br />5 <br />9 <br />9 <br />OL <br />SP <br />SP <br />ML <br />ORGANIC CLAY WITH SAND, black, moist <br />SAND, light brown, moist, loose <br />- Clay lenses to 7 feet <br />SAND, fine grained, brownish gray, wet to <br />waterbearing at 9 feet, loose <br />SILT WITH SAND, gray, saturated, loose <br />End of Boring 14.5 ft. <br />N-Value Plot <br />7.50 15 <br />TIME CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />WATER <br />DEPTH <br />WATER <br />ELEVATION <br />WATER LEVEL MEASUREMENTS <br />SAMPLED <br />DEPTHDATE <br />13 5.514.510:00 am7/29/2020 <br />START: 7/29/2020 END: 7/29/2020 <br />Logged By: <br />MWONicholas DavisMETHOD <br />Notes: <br />Crew Chief: <br />9.0 901 <br />PROJECT NAME: Street Imp 2021 <br />LOG OF TEST BORING <br />PROJECT LOCATION: Hugo, MN BORING NUMBER B-1 <br />PAGE 1 OF 1SURFACE ELEVATION: 910 ftCLIENT/WSB #: 015887-000 <br />No.TYPE <br />GEOLOGIC <br />ORIGIN WLN <br />DrillingOperationUSCSDEPTH <br />(ft) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />SAMPLE <br />MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV. <br />(ft) <br />909 <br />908 <br />907 <br />906 <br />905 <br />904 <br />903 <br />902 <br />901 <br />900 <br />899 <br />898 <br />897 <br />896 <br />ELEV. <br />(ft) <br />909 <br />908 <br />907 <br />906 <br />905 <br />904 <br />903 <br />902 <br />901 <br />900 <br />899 <br />898 <br />897 <br />896 <br />DESCRIPTION OF MATERIAL <br />11 <br />10 <br />5 <br />9 <br />9