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LOG OF TEST BORING ws b <br /> PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-6 <br /> CLIENT/WSB#: 014297-000 PAGE 1 OF 1 <br /> DEPTH o SA PLE N-Value Plot <br /> DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w <br /> (ft� ORIGIN _Q YP No. <br /> 19.5 21 <br /> x x 4"BITUMINOUS over 3"AGGREGATE BASE Pavement Section <br /> x <br /> x <br /> x <br /> SILTY SAND,fine grained,dark brown,moist SM Fill <br /> 1 HSA 1 <br /> 2 <br /> SB 2 17 17 <br /> 3 <br /> 4 HSA <br /> a <br /> c� <br /> J <br /> a 5 <br /> D <br /> o SB 3 11 <br /> Y <br /> O 6 <br /> 0 <br /> tY <br /> a HSA <br /> a <br /> o <br /> 0 7 <br /> z <br /> c� <br /> x <br /> O <br /> F <br /> o SB 4 6 <br /> 8 LEAN CLAY,with sand lenses,brown and gray,wet, CL Lacustrine <br /> i very soft <br /> w <br /> O <br /> Uj <br /> 0 9 HSA <br /> N <br /> V <br /> O_ <br /> Y <br /> 0 <br /> m <br /> 10 <br /> rn <br /> SB 5 4 :q <br /> 0 <br /> c� <br /> m <br /> 11 <br /> End of Boring 11.0 ft. <br /> 0 WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 <br /> a <br /> z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: <br /> U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH <br /> i 6/20/2019 11 9.5 4.5 None 3 1/4"HSA 0'-9.5' Notes: <br /> O <br /> W <br /> F <br /> O <br /> W <br /> c3 <br />