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itAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mmin <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-23 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DIN EPTH SURFACE ELEVATION: 1026.0 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 — Concrete floor slab over FILL,mostly 11 M SS <br /> sand with silt,a little gravel,brown <br /> 2 1023.5 FILL <br /> 3 FILL,mostly sand,a little gravel,brown 11 M SS <br /> 4- <br /> 1021.5 <br /> END OF BORING <br /> Blow counts obtained from an 89 pound <br /> hammer falling 11 inches correlated to a <br /> 140 pound hammer falling 30 inches. <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASINGPCAVE-INDPPTHFLUID LEVEL LEVEL T ATTACHED <br /> 0-4' Hand Auger <br /> 2/27/06 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 2/27/06 <br /> DR: JY LG: JE Rig: HA THIS LOG <br /> 06/04 <br />