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.. <br /> AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mimm <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-10 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHEll, SURFACE ELEVATION: 1024.8 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> IEE 1 FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 — <br /> SANDY LEAN CLAY AND LEAN %TOPSOIL <br /> CLAY,moist,black(CL) <br /> _ <br /> 2 1022.3 <br /> FINE <br /> 3 — LEAN CLAY,moist,gray(CL) ALLUVIUM <br /> 1021.3 <br /> 0 MIXED <br /> 4_ CLAYEY SAND,moist,gray and ALLUVIUM <br /> 1019.8 brown(SC) f A <br /> 5 END OF TEST PIT <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WA I Etc <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 />