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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-5A (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1023.0 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> 11±1 FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 FILL,mixture of sandy silt and lean I FILL <br /> clay,trace roots,black <br /> 2- <br /> 1020.5 <br /> 3 LEAN CLAY,gray intermixed with FINE <br /> brown and black clay,moist(CL) ALLUVIUM <br /> 4— 1018.5 <br /> 1018.0 LEAN CLAY,gray with some brown j// <br /> 5 mottled and some water seeping into <br /> hole(CL) I <br /> END OF TEST PIT <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THEATTACHED <br /> SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: <br /> THIS LOG <br /> DR: LG: Rig: <br /> 06/04 <br />