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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-17 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH SURFACE ELEVATION: 1023.7 GEOLOGY N MC SAMPLE REC <br /> FIELD&LABORATORY TESTS <br /> FEET 1'EE 1 MATERIAL DESCRIPTION TYPE IN WC DEN LL PL %-#200 <br /> 1023.3 5"of bituminous pavement <br /> 1 — FILL,mostly lean clay with sand,a little 28 M ' SS 24 <br /> gravel,dark brown and gray,frozen <br /> 2 1021.7 <br /> FILL <br /> 3 — FILL,a mixture of silty sand and sandy 9 M ' SS 12 <br /> lean clay,brown and gray <br /> 4— 1019.2 ft <br /> 5— <br /> 3 MrlSS 19 <br /> 6 LEAN CLAY,gray,a little brown ' <br /> mottled,soft to firm,laminations of silt h1 <br /> 7— (CL) <br /> 8— j FINE 4 M SS 24 <br /> ALLUVIUM ' <br /> 7 M SS 24 <br /> 11 — ' <br /> 12 1011.7 Ili <br /> 13 — LEAN CLAY,gray,firm(CL) 6 MSS 24 <br /> P <br /> 14— 1009.2 gi <br /> 15 — / <br /> LEAN CLAY,gray,firm(CL/CH) 7 M SS 24 <br /> 16— 1007.2 %///, <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA 1ER LEVEL MEASUREMENTS <br /> NOTE: REI.ER TO <br /> DATE TIME SAMPLED EHCTHE ATTACHED <br /> 0-14W 2.25"HSA DEPTH DEPTH DEPTH FLUIDLEVEL LEVEL <br /> 2/23/06 16.5 14.5 14.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE rr:D: 2/23/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />