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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> iim <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES-4 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTH EI EV, SURFACE ELEVATION: 1025.0 GEOLOGY N MC SAMPLE REC <br /> FEET 1'EE1 MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL %-#200 <br /> FILL,mostly SANDY LEAN CLAY, <br /> 1 — trace roots,black and brown <br /> FILL <br /> 3 M , SS 10 <br /> 2 1023.0 <br /> 3 — FILL,a mixture of SILTY SAND and 5 M , SS 17 <br /> CLAYEY SAND,a little gravel,trace / <br /> 4— roots,dark brown <br /> logos / ti <br /> s— <br /> SANDY LEAN CLAY,brown and gray, MIXED 5 MSS 19 31 <br /> 6— firm,lenses of silty sand(CL) /ALLUVIUM , <br /> 7 1018.0 1 <br /> 8 LEAN CLAY WITH SAND, and WH M SS 24 38 <br /> 9— brown mottled,very soft to firm(CL) ' <br /> i <br /> 10— j FINE <br /> ALLUVIUM 6 M A SS 24 <br /> 11 — <br /> 12 1013.0 i <br /> 13 — LEAN CLAY,gray,soft(CL) 4 M SS 24 41 <br /> 14— <br /> 1010.5 li <br /> 15 — , <br /> 6 MSS 24 18 <br /> 16— SANDY LEAN CLAY,a little gravel, TILL A <br /> gray,firm(CL) .M 1 <br /> 17 — I <br /> 18 — <br /> 19— 6 M SS 24 <br /> 20 <br /> 1005.0 %A <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASINGPTTHDEPTH FLUID LEVEL WATER <br /> THE ATTACHED <br /> 0-18' 2.25"HSA <br /> 2/28/06 20.0 18.0 18.0 17.0 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORI�PLETED: 2/28/06 TERMINOLOGY ON <br /> CODR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />