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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> Immim <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-4 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 10243 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET 1±E 1 MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 SANDY LEAN CLAY,trace roots, TOPSOIL <br /> _ <br /> moist,black(CL) <br /> 2 1022.3 <br /> 000 <br /> iii <br /> 3 SILTY CLAY,moist,trace sand,gray ;;; FINE <br /> and brownish gray(CL-ML) ALLUVIUM <br /> 4— iii <br /> 000 <br /> 5 1019.3 <br /> END OF TEST PIT <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WA 1 ER <br /> DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: <br /> DR: LG: Rig: THIS LOG <br /> 06/04 <br />