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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> ummi <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES-6 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH SURFACE ELEVATION: 1023.0 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 50/0.3 M SS 2 <br /> FILL,mostly SILTY SAND WITH FILL 1 <br /> 1 — GRAVEL,dark brown,wet,dense <br /> 2 1021.0 1 <br /> j <br /> 3 — LEAN CLAY,trace roots,grayish 9 MSS 19 31 <br /> brown,stiff(CL) ' <br /> 4 1018.5 i <br /> 5— <br /> LEAN CLAY,light gray,firm(CL) 7 MSS 20 33 <br /> 6— , <br /> 7 1016.0 i <br /> 8—_ A 7 M SS 24 36 <br /> 9 LEAN CLAY,grayish brown,firm(CL) it <br /> FINE <br /> 10— ALLUVIUM <br /> 7 M SS 24 <br /> 11 — <br /> 12 1011.0 <br /> 13 — LEAN CLAY WITH SAND,dark 8 M SS 24 32 <br /> grayish brown,firm,lamination of <br /> 14— clayey sand(CL) <br /> 1008.5 <br /> 15 — Y. <br /> 8 M SS 24 <br /> 16— SANDY SILT,grayish brown,loose, <br /> moist(ML) . <br /> 17— <br /> 18 1005.0 <br /> SILTY SAND,a little gravel,dark gray, :•,::•;•`.TILL <br /> 19— moist,loose,lamination of sandy clay :.::•,:* 6 M SS 24 <br /> (SM) ..\.. ` <br /> 20 1003.0 • . • <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTSpNOTE: REI�1rR TO <br /> DATE TIME S PLrHH DEPINIHG CDEPPIH FZ IDLEVEL LSE EL THE ATTACHED <br /> 0-18' 2.25"HSA <br /> 2/27/06 20.0 18.0 17.0. 15.0 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 2/27/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />