Laserfiche WebLink
AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG ` <br /> TESTING, INC. <br /> mom <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES-9 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTHIN SURFACE ELEVATION: 1025.0 GEOLOGY N MC SAMPLE REC <br /> FEET FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-#200 <br /> SILTY SAND,trace roots,dark brown, : :''.:TOPSOIL <br /> 1 — wet,medium dense(SM) :.:•i. 30 WH SS 24 <br /> 2 1023.0 . <br /> 3— SILT WITH SAND,grayish brown, 4 M r SS 19 <br /> moist,very loose(ML) <br /> 4 1020.5 li <br /> 5 - <br /> 2 Millif <br /> / SS 17 <br /> 6— SILT WITH SAND,trace fine roots, <br /> grayish brown and brown mottled,very !i <br /> 7— loose,moist(ML) <br /> 8— 2 M , SS 24 <br /> 9 1015.5 !i <br /> 10— /ALLUVIUM / <br /> 5 M ' SS 24 17 <br /> 11 LEAN CLAY,a little sand,grayish <br /> brown and brown,firm(CL) ii <br /> 12— <br /> 13 — 5 M ' SS 24 <br /> 14— 1010.5 ii <br /> is — <br /> 16— LEAN CLAY,a little sand,dark <br /> 7 M SS 24 35 <br /> brownish gray,firm(CL) ' <br /> 17— - i <br /> 18 1007.0 i <br /> 19— SANDY LEAN CLAY,a little gravel, �TILL11 M / SS 22 20 <br /> stiff(CL) <br /> 20 1005.0 4 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SEPPTHHD DEPTH DEPTHIN FLUID LEVEL WATER <br /> THE ATTACHED <br /> 0-18' 2.25"HSA <br /> 2/27/06 20.0 18.0 18.0 17.0 SHEETS FOR AN <br /> EXPLANATION OF <br /> COMPLETED:BORING <br /> 2/27/06 TERMINOLOGY ON <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />