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AMERICAN <br /> • <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> imil <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-2 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTH ELEV. SURFACE ELEVATION: 1024.6 GEOLOGY N MC SAMPLE REC IN. <br /> FEET 1'EhT MATERIAL DESCRIPTION TSE IN. WC DEN LL PL '%-#200 <br /> LEAN CLAY,trace roots,black,firm, TOPSOIL <br /> 1 — laminations of gray silt(CL) 5 M SS 10 <br /> 2 1022.6 <br /> 3 — 2 M SS 2 28 <br /> 4— <br /> LEAN CLAY,trace roots,gray,soft, I <br /> laminations of brown silt(CL) , <br /> 5 - <br /> 3 M , SS 19 <br /> 6— <br /> 7— i <br /> 8— 4 M , SS 24 35 <br /> 9 NE A <br /> 1015.1 ALLUVIUM i, <br /> 10— <br /> LEAN CLAY,grayish brown,soft, 4 M SS 24 38 <br /> 11 — laminations of brown silt(CL) <br /> 12 1012.6 t <br /> 13 — 7 M / SS 24 39 <br /> 14— FAT CLAY,dark brownish gray,firm <br /> (CH) <br /> 15 — <br /> 5 M SS 24 <br /> 16— 1008.1 4 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA 1'hR LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED INCEEATHE ATTACHED <br /> 0-14/ 2.25„HSA EP CASINGPTCAVE-IN <br /> FLUID LVL LEVEL <br /> 2/23/06 16.5 14.5 14.5 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE I ED: 2/23/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />