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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> imm <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-2 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTHSURFACE ELEVATION: 1024.6 GEOLOGY N MC SAMPLE REC <br /> FEEL }'ELI MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL /,4200 <br /> 1 FILL,mixture of sandy lean clay and FILL* <br /> silty sand,dark brown and black,trace <br /> 2— roots <br /> 3 1021.6 <br /> 4— <br /> LEAN CLAY,trace roots,moist,gray, FINE <br /> some brown staining(CL) ALLUVIUM <br /> 5— <br /> 6 1018.6 <br /> END OF TEST PIT <br /> *Encountered clay pipe at about 3',pipe <br /> runs NW-SE <br /> DEPTH: DRILLING METHOD WA 1 ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLEI ED: <br /> DR: LG: Rig: THIS LOG <br /> 06/04 <br />