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.. <br /> .. AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-14 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DIN , SURFACE ELEVATION: 1024.3 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> FEE 1 FEE! MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 1 — LEAN CLAY,trace roots,black,soft 0 TOPSOIL 4 M 1 SS 10 <br /> (CL) <br /> 2 1022.3 <br /> 3 — LEAN CLAY,brown and gray mottled, 4 MSS 7 <br /> soft(CL) , <br /> 4— 1019.8 i <br /> 5— <br /> 4 M SS 20 <br /> 6 LEAN CLAY,gray,a little brown FINE <br /> mottled,soft,chemical type odor at 4.5' ALLUVIUM I <br /> 7— to 6.5'(CL) , <br /> 8— 4 M A SS 24 <br /> 9— 1014.8 i <br /> 10— <br /> LEAN CLAY,gray and brown mottled, 6 MSS 24 <br /> 11 — firm(CL) ' <br /> 12 1012.3 i <br /> 13 — / 6 M , SS 24 <br /> LEAN CLAY,ACH) grayish brown,firm <br /> (E <br /> 14— ' <br /> 15 1009.3 <br /> SANDY LEAN CLAY,a little gravel, TILL 6 M , SS 24 <br /> 16— gray,a little brown mottled,firm(CL) A/ <br /> 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 SAMPLED <br /> DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 2/23/06 16.5 14.5 14.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 2/23/06 _ <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />