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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. ES-7 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTH ,FV. SURFACE ELEVATION: 1022.1 GEOLOGY N MC SAMPLE REC <br /> r III FEE1 MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> FILL,mostly SANDY LEAN CLAY, <br /> 1 — trace roots,brown 36 M SS 24 <br /> FILL <br /> 2 1020.1 <br /> 3— FILL,mostly LEAN CLAY,trace roots, 10 M SS 14 <br /> grayish brown,lamination of black clay <br /> 4— 1017.6 I <br /> 5 — <br /> LEAN CLAY,trace roots,light grayish 8 M SS 24 31 <br /> 6— brown,firm,lamination of brown sandy <br /> silt(CL) <br /> 7 1015.1 i <br /> 8— LEAN CLAY,grayish brown,firm, % 6 M SS 24 36 <br /> lamination of brown silt(CL) <br /> 9 1012.6 <br /> 10— <br /> LEAN CLAY,brownish gray,fine, FINE 6 M SS 24 35 <br /> 11 — lamination of brown silt(CL) ALLUVIUM <br /> 12 1010.1 i <br /> 13 — 7 M SS 24 34 <br /> LEAN CLAY,dark grayish brown,finn <br /> 14— to stiff(CL) <br /> i <br /> 15 — <br /> 11 M SS 24 <br /> 16- t <br /> 17 1 <br /> 18 1004.1 1 <br /> LEAN CLAY WITH SAND,a little TILL <br /> 19— gravel,dark brownish gray,firm(CL) 8 M SS 24 20 <br /> 20 1002.1 <br /> END OF BORING <br /> Offset 15'east <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASINGPTTHDEPTH FLUID LEVEL LEVEL THEATTACHED <br /> 0-18' 2.25"HSA <br /> 2/27/06 20.0 18.0 19.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BCOMPLETED: 2/27/06 TERMINOLOGY ON <br /> DR MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />