Laserfiche WebLink
_ AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. EP-16 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHSURFACE ELEVATION: 1023.6 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> ELEV. <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL Vo-#200 <br /> 1 — FILL,mostly clayey sand,a little gravel, FILL 6 M SS 10 <br /> dark brown <br /> 2 1021.6 <br /> c <br /> 3— CLAYEY SAND,dark brown and p MIXEDUVIUM 9 M SS 17 <br /> brown,stiff,laminations of silty sand r OR FILL ' <br /> 4— (SC)(may be fill) <br /> 1019.1 i <br /> 5— <br /> lir <br /> SILT WITH SAND,brown and gray, 7 M , SS 12 <br /> 6— moist,loose(ML) <br /> 7 1016.6 ), 1 <br /> 8— LEAN CLAY,brown and gray mottled, iJVIiJM 4 M SS 24 <br /> soft(CL) ' <br /> 9 1014.1 i <br /> 10— ' <br /> 3 M SS 24 <br /> 11 — <br /> LEAN CLAY,gray,a little brown <br /> mottled,soft to firm(CL) 1 <br /> 12— � , <br /> 13 — 5 M A SS 24 <br /> 14— <br /> i, <br /> 15 — <br /> 5 M 1 SS 24 <br /> 16— 1007.1 %///, <br /> END OF BORING <br /> Offset 4'south <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> " DATE TIME SAMPLEDPCASINGPTTDEPTH FLUID LEVEL WATER <br /> THE ATTACHED <br /> 0-14%' 2.25 HSA <br /> 2/23/06 16.5 14.5 14.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BOCOLE1 hD: 2/23/06 TERMINOLOGY ON <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />