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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mom <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-l0 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHSURFACE ELEVATION: 1022.5 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> ELEV. <br /> FEET FEEI MATERIAL DESCRIP'T'ION TYPE IN. WC DEN LL PL %4206 <br /> 50/0.5 M SS 3 <br /> FILL,mostly silty sand with gravel, FILL <br /> 1 — dark brown <br /> 2 1020.5 <br /> j <br /> 3— LEAN CLAY,grayish brown,very soft 4 M SS 22 <br /> (CL) <br /> 4_ 1018.5 <br /> 5 — / 4 M SS 22 <br /> LEAN CLAY,light gray and brown FINE <br /> 6— mottled,soft to firm(CL) ALLUVIUM <br /> 7— 7 M A SS 24 <br /> 8 1014.5 <br /> 9— LEAN CLAY,brown and gray mottled, 4 M SS 24 <br /> soft,laminations of brown silty sand <br /> 10 1012.5 (CL) 4 <br /> END OF BORING <br /> Offset 5'west <br /> DEPTH: DRILLING METHOD WA 1ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED EHEHLLLEEL THE ATTACHED <br /> 0-8' 2.25"HSA DEPTH DEPTH DPTFLUID LEVEL <br /> 2/24/06 10.0 8.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORN ETED: 2/24/06 NG TERMINOLOGY ON <br /> CDR MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />