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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> Immo <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-6 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1023.9 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> FEET NEE1 MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> LEAN CLAY,trace roots,black,firm, TOPSOIL <br /> 1 — laminations of gray clay and sandy lean 8 M , SS 14 <br /> 1021.9 clay(CL) <br /> 2 ' <br /> 3— LEAN CLAY,light brownish gray,firm 7 M SS 10 <br /> (CL) <br /> 4 1019.4 i <br /> 5— <br /> 5 M SS 17 <br /> 6 LEAN CLAY,light brownish gray, <br /> firm,laminations of brown silt and silty I ' <br /> 7— sand(CL) <br /> 8— FINE 4 MSS 24 <br /> ALLUVIUM , <br /> 9 1014.4 i <br /> 10— <br /> LEAN CLAY,brownish gray and gray 8 MSS 24 <br /> 11 — mottled,firm(CL) ' <br /> 12 1011.9 i <br /> 13 — FAT CLAY,dark grayish brown,firm, 8 MSS 24 <br /> laminations of silty sand(CH) 1 <br /> 14— 1009.4 p <br /> 15 — <br /> SANDY LEAN CLAY,a little gravel, TILL 5 M SS 24 <br /> dark gray,firm(CL) <br /> 16— 1007.4 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING WATER <br /> THE ATTACHED0-14/ 2.25"HSA DEPTH DEPTH DEPTH FLUID LEVEL <br /> 2/23/06 16.5 14.5 14.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 2/23/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />