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A <br />WSB <br />�Y- <br />LOG OF TEST BORING <br />PROJECT NAME: Oneka Lake Blvd & Harrow Ave PROJECT LOCATION: Hugo, MN BORING NUMBER PB -13 <br />CLIENT/WSB #: 010893-000 SURFACE ELEVATION: 925.317 It PAGE 1 OF 1 <br />DEPTH ELEV. <br />GEOLOGIC <br />a <br />SAMPLE <br />LABORATORY <br />TESTS <br />No. <br />TYPE <br />M <br />pc <br />PL <br />(ft) ($) <br />DESCRIPTION OF MATERIAL <br />USC <br />ORIGIN <br />N <br />(PC l <br />(LL) <br />) <br />BITUMINOUS 5" <br />Pavement Section <br />AGGREGATE BASE 12" <br />1 924 <br />1 <br />HSA <br />FILL, Sand with Silt and Gravel, brown, moist <br />SP -SM <br />Fill <br />2 923 <br />3 922 <br />8 <br />2 <br />SPT <br />FILL, Silty Sand with a Little Gravel, brown, <br />SC -SM <br />Fill <br />moist <br />4 921 <br />5 920 <br />PEAT, black, wet, very soft <br />PT <br />Swamp Deposits <br />2 <br />3 <br />SPT <br />6 919 <br />7 918 <br />8 917 <br />"' <br />3 <br />4 <br />SPT <br />9 916 <br />10--915 <br />" <br />2 <br />5 <br />SPT <br />11--914 <br />12--913 <br />13--912 <br />2 <br />6 <br />SPT <br />— <br />CLAY WITH SAND AND ORGANICS, black, <br />OL <br />14 911 <br />— <br />wet, very soft <br />15 1910 <br />—_ <br />— <br />2 <br />7 <br />SPT <br />16 909 <br />— <br />17 908 <br />— <br />18--907 <br />= <br />19--906 <br />= <br />20 905 <br />SILTY SAND, fine grained, gray to dark <br />SM <br />Lacustrine <br />brown, water bearing, very loose <br />3 <br />8 <br />SPT <br />21 904 <br />22--903 <br />23 902 <br />24 901 <br />25 900 <br />7 <br />9 <br />SPT <br />26--899 <br />SAND WITH A LITTLE SILT AND GRAVEL, <br />SP -SM <br />e to medium grained, brown, water bearing, <br />27 898 <br />Ise <br />28--897 <br />End of Boring 26.5 ft. <br />29 896 <br />30 895 <br />WATER LEVEL MEASUREMENTS START: 12/11/2017 END: 12/11/2017 <br />SAMPLED CASING CAVE-IN WATER WATER <br />Crew Chief: <br />Logged By: <br />DATE TIME METHOD <br />DEPTH DEPTH DEPTH DEPTH ELEVATION <br />R. Kurth <br />DEH <br />12/11/2017 3:00 pm 26.5 24.5 19.0 906.317 3 1/4" HSA 0'- 24. <br />' Notes: <br />