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• <br /> AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-7 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1023.7 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> FEET 1'FhI MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 SANDY SILT,trace roots,a little TOPSOIL 6 M ' SS 22 <br /> gravel,black,moist,loose(ML) <br /> 2— <br /> , <br /> 3 �1020.7 5 M SS 24 <br /> LEAN CLAY,grayish brown,firm, , <br /> 4— laminations of sand(CL) <br /> 1019.2 i <br /> 5 — / <br /> 3 M i SS 17 <br /> 6 LEAN CLAY,light brownish gray,soft, <br /> laminations of brown silt(CL) t` <br /> 7- <br /> 8— 5 M A SS 24 <br /> 9- <br /> 1014.2 FINE 1 <br /> 10— ALLUVIUM <br /> LEAN CLAY,grayish brown,firm, 8 MSS 24 <br /> 11 — laminations of brown silt(CL) ' <br /> 12 1011.7 i <br /> 13 — 8 M A SS 24 <br /> 14— FAT CLAY,dark grayish brown,firm <br /> (CH) ti <br /> 15 — <br /> 5 M SS 24 <br /> 16— 1007.2 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REI..ER TO <br /> DATE TIME SEPPTHH CASINGPTTDEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 0-14W 2.25"HSA <br /> 2/23/06 16.5 14.5 14.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE 1ED: 2/23/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />