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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-2 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTHELEV. SURFACE ELEVATION: 1024.2 GEOLOGY N MC SAMPLE REC <br /> FEET FEET MATERIAL DESCRIPTION TYPE WC DEN LL PL %-#200 <br /> 1 — LEAN CLAY,trace roots,firm(CL) TOPSOIL <br /> 6 M SS 23 <br /> 2 1022.2 <br /> 3— 3 M A SS 18 32 <br /> 4— <br /> LEAN CLAY,trace roots,grayish 1 <br /> brown, <br /> a little brown mottling,soft to <br /> 5 — firm , <br /> 5 M , SS 24 <br /> 6— <br /> 7— i <br /> 8— 5 M A SS 24 38 <br /> 9 1014.7 FINE 1 <br /> ALLUVIUM <br /> 10— <br /> 7 M SS 24 <br /> 11 — LEAN CLAY,gray,a little brown <br /> mottled,firm(CL) ; <br /> 12— <br /> 13 — 6 M SS 24 40 <br /> 14— 1009.7 — -i <br /> 15 — <br /> 6 M H SS 24 29 <br /> 16— LEAN CLAY,gray,firm(CL) <br /> 17— <br /> 18 1006.2 <br /> 19— SANDY LEAN CLAY,a little gravel, TILL <br /> gray,firm(CL) % 6 M SS 24 22 <br /> 20 1004.2 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA 1'ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME S DEPTH CASINGPTTDEPTH FLUIDDIDLEVEL WATER <br /> THE ATTACHED <br /> 0-18' 2.25"HSA <br /> 2/28/06 20.0 18.0 17.0 14.0 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE 1 Ell: 2/28/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />