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.. <br /> AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG . <br /> TESTING,INC. <br /> AFT JOB NO: 22-00012 LOG OF BORING NO. EP-25 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTH ELEV. SURFACE ELEVATION: 1026.0 GEOLOGY N MC SAMPLE REC <br /> 1.E,E,T FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 — 11 M SS <br /> Concrete floor slab over FILL,mostly FILL <br /> 2— sand,a little gravel,brown <br /> 3 6 M SS <br /> 1022.0 <br /> 4 1021.5 CLAYEY SAND,grayish brown loose V MIXED* <br /> \(SC) <br /> END OF BORING <br /> Blow counts obtained from an 89 pound *ALLUVIUM <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 DEPTH DEPTH DEPTH FLUIDDLEVEL LEVEL THE ATTACHED <br /> 0-4' Hand Auger <br /> 2/27/06 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLL TED: 2/27/06 <br /> DR: JY LG: JE Rig: HA THIS LOG <br /> 06/04 <br />