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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES- 1 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DIN II,EV, SURFACE ELEVATION: 1025.3 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET I'EEl MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL 044200 <br /> 50/0.5 M ►i SS 5 <br /> 1 — <br /> 2— LEAN CLAY WITH SAND,trace roots, TOPSOIL 1R. <br /> black,firm(CL) Lill 33— 5 M SS 7 <br /> 4— 1020.8 / Iii <br /> / <br /> 5 — <br /> SILT WITH SAND,grayish brown,a 5 M ' SS 20 <br /> 6— little brown mottled,moist,loose(ML) <br /> 7 1018.3 � Iii <br /> 8— 5 M ' SS 24 40 36 <br /> 9 LEAN CLAY,gray and brown mottled, It <br /> firm(CL) fit <br /> 10— <br /> FINE 8 M SS 24 <br /> 11 — ALLUVIUM <br /> 12 — It <br /> 13 — 6 M P SS 24 29 39 <br /> 14— <br /> 1010.8 Iii <br /> 15 — , <br /> 6 M SS 24 22 39 <br /> firm(CL) <br /> 16— LEAN CLAY,gray, ' <br /> 17— 1 <br /> 18 <br /> 1007.3 11/ <br /> 19— SANDY LEAN CLAY,a little gravel, /TILL 6 M , SS 24 22 23 <br /> gray,firm(CL) 420 1005.3 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA I ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED EGCULEETHE ATTACHED <br /> 0-18' 2.25"HSA DEPTH DPTTHDEPTH FLUID LEVEL LEVEL <br /> 2/28/06 20.0 18.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE I h1): 2/28/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />