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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG ` <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-3 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> D I� ELEV. SURFACE ELEVATION: 1025.3 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET FEEEI MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> 9.5"Bituminous pavement 50/0.4 M SS 2 <br /> 1024.5 1 <br /> 1 FILL,mostly silty sand,a little gravel, FILL <br /> 11121023.3 dark brown <br /> 3 SAND WITH SILT,a little gravel,fine 24 MilY SS 19 <br /> to medium grained,brown,moist to 4.5' A <br /> 4— then waterbearing,medium dense to7 !ii <br /> loose(SP-SM) — , <br /> 5 — <br /> 5 W SS 7 <br /> A <br /> 1018.3 :-•:COARSE !1 <br /> -•ALLUVIUM if <br /> 8— 2 W , <br /> _ SS 17 <br /> SAND,a little gravel,fine to medium <br /> 9 (grained,brown,waterbearing,very loose ' li <br /> 10— <br /> 4 WASS 10 <br /> 11 — <br /> 12 1013.3 i <br /> 13 LEAN CLAY,grayish brown,a little 5 MSS 17 <br /> brown mottled,firm(CL) ' <br /> 14 FINE <br /> 1010.8 ALLUVIUM 1 <br /> 15 — LEAN CLAY,gray,firm(CL) <br /> 7 M SS 24 <br /> 16— 1008.8 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA 1'ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WAI]'R <br /> 0-14W 2.25"HSA DATE TIME SAMPLED <br /> DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 2/22/06 16.5 14.5 4.5 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE 1 ED: 2/22/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />