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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> IMI <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-19 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHSURFACE ELEVATION: 1026.0 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> INELEV. <br /> I'EE1 )~EE1 MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 — 15 M SS <br /> Concrete floor slab over FILL,mostly FILL <br /> 2— sand,a little gravel,brown <br /> 3 — 1022.5 12 M SS <br /> LEAN CLAY WITH SAND,black, /FINE <br /> 4— 1021.5 trace roots stiff(CL) ALLUVIUM* <br /> END OF BORING <br /> Blow counts obtained from an 89 pound *OR <br /> hammer falling 11 inches correlated to a TOPSOIL <br /> 140 pound hammer falling 30 inches. <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SEHINLEELEL THE ATTACHED <br /> 0-4' Hand Auger DEPTH DPTCAVE-IN <br /> FLUIDDRILLING WATER <br /> 2/27/06 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE 1 Ell: 2/27/06 <br /> DR: JY LG: JE Rig: HA THIS LOG <br /> 06/04 <br />