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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mum <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-3 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHELEV. SURFACE ELEVATION: 1024.4 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL Vo-#200 <br /> 1 SILTY CLAY,trace roots,moist,black TOPSOIL <br /> 2_ (CL) <br /> 3 1021.4 r <br /> LEAN CLAY,trace sand,moist,gray <br /> 4 1020.4 (CL) <br /> CLAYEY SAND,trace gravel,moist, /FINE <br /> 1019.4 gray(SC) /ALLUVIUM <br /> 5 LEAN CLAY,moist,grayish brown <br /> 6 1018.4 (CL) A <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 THE ATTACHED <br /> SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE FED: <br /> DR: LG: Rig: THIS LOG <br /> 06/04 <br />