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* AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-11 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHELE�7, SURFACE ELEVATION: 1024.7 SAMPLE REC FIELD&LABORATORY TESTS <br /> INFEET 1±EET MATERIAL DESCRIPTION GEOLOGY N MC TYPE IN. WC DEN LL PL Vo#200 <br /> 1 SANDY LEAN CLAY,moist,black /TOPSOIL* <br /> 2— (CL) <br /> 3 1021.7 <br /> LEAN CLAY,moist,gray and black <br /> 4— (CL) FINE <br /> 1019.7 ALLUVIUM <br /> 5 1019.2 LEAN CLAY,moist,gray and brown %/) <br /> \(CL) <br /> END OF TEST PIT <br /> *Encountered clay pipe at about 3'in <br /> west end of test pit,pipe runs N-S <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 />