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• <br /> 9 A AMERICAN <br /> - ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. TP-5B (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1023.0 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> FEET 1'EE1 MATERIAL DESCRIPTION TYPE ' WC DEN LL PL %-#200 <br /> FILL,mixture of sandy silt and lean <br /> 1 — clay,trace roots,black <br /> 1021.5 <br /> 2— : FILL <br /> 3 — FILL,mixture of brown,gray,black <br /> clay,sand <br /> 4 1019.0 °•: <br /> 1018.5 SILTY CLAY,moist,gray(CL) %/ FINE <br /> END OF TEST PIT ALLUVIUM <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 /> COMPLETED: <br /> DR: LG: Rig: THIS LOG <br /> 06/04 <br />