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itAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-5 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1024.3 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> I.EE1 NF-h1 MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL U0-#200 <br /> 1024.0,,3.5"of bituminous pavement �— 50/0.4 M _ SS 5 <br /> I – 1 <br /> 1 <br /> 1 <br /> 2— FILL,a mixture of gravelly silty sand <br /> and clayey sand,brown <br /> 3 — FILL 8 M SS 10 <br /> 4– 1019.8 <br /> 5 – <br /> FILL,a mixture of sandy lean clay,silt 4 M SS 17 <br /> 6— and silty sand,black,brown and gray <br /> 7 1017.3 <br /> 8— 5 M SS 19 <br /> 9 LEAN CLAY,gray and brown mottled, i <br /> 10— firm,lenses of brown silt(CL) <br /> 5 M SS 24 <br /> 11 – FINE <br /> ALLUVIUM <br /> 12 – <br /> 13 — 5 M SS 24 <br /> 14— 1009.8 <br /> 15 — LEAN CLAY,gray,firm(CL) <br /> 5 M SS 22 <br /> 16— 1007.8 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> 0-14%' 2.25"HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 2/22/06 16.5 14.5 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLL TED: 2/22/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />