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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 -2 <br />CLIENT/WSB #: 010893-000 SURFACE ELEVATION: 938.475 It PAGE 1 OF 1 <br />DEPTH <br />(ft) <br />ELEV. <br />($) <br />DESCRIPTION OF MATERIAL <br />USCS <br />GEOLOGIC <br />ORIGIN <br />N <br />a <br />SAMPLE <br />LABORATORY <br />TESTS <br />N. <br />TYPE <br />M C <br />(DD <br />(LL) <br />PL <br />BITUMINOUS 4" <br />BITUMINOUS <br />Pavement Section <br />AGGREGATE BASE 12" <br />1 <br />937 <br />1 <br />HSA <br />FILL, Silty Sand, brown, moist <br />SM <br />Fill <br />2 <br />936 <br />SILTY SAND, fine grained, dark brown, moist, <br />SM <br />Lacustrine <br />3 <br />935 <br />medium dense <br />20 <br />2 <br />SPT <br />4 <br />934 <br />5 <br />933 <br />: SILTY SAND, fine grained, brown to gray, <br />SM <br />moist, loose <br />6 <br />3 <br />SPT <br />6 <br />932 <br />7 <br />931 <br />8 <br />930 <br />8 <br />4 <br />SPT <br />9 <br />929 <br />10 <br />928 <br />11 <br />5 <br />SPT <br />11 <br />927 <br />12 <br />926 <br />;. SILTY SAND WITH A LITTLE CLAY, fine <br />SM <br />grained, brown, wet, loose <br />13 <br />925 <br />8 <br />6 <br />SPT <br />14 <br />924 <br />End of Boring 14.5 ft. <br />15--923 <br />16--922 <br />WATER LEVEL MEASUREMENTS START: 12/08/2017 END: 12/08/2017 <br />DATE TIME SAMPLED CASING CAVE-IN WATER WATER METHOD <br />DEPTH DEPTH DEPTH DEPTH ELEVATION <br />Crew Chief: <br />Logged By: <br />R. Kurth <br />DEH <br />12/08/2017 10:10 am 14.5 12.5 None 3 1/4" HSA 0'- 12. <br />' Notes: <br />