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z AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> ii <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-9 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHEs1ELEV. SURFACE ELEVATION: 1024.2 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL /-#200 <br /> 1 — <br /> ANDY LEAN CLAY,moist,black TOPSOIL <br /> (CL) <br /> _ <br /> 2 1021.7 %/// <br /> 3 SILT,trace clay,moist,gray(ML) FINE <br /> 4 1020.2 ALLUVIUM <br /> 1019.7 LEAN CLAY,moist,gray with some <br /> \brown staining(CL) <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 SAMPLED <br /> 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 />