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.. <br /> AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES-3 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTH ELEV. SURFACE ELEVATION: 1024.4 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET I'Eh' MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %4200 <br /> V <br /> SANDY LEAN CLAY,trace roots, TOPSOIL <br /> 1 — black,soft(CL) 2 M 111 SS 14 <br /> 2 1022.4 <br /> MIXED <br /> 3 — SANDY LEAN CLAY,a little gravel, ALLUVIUM 7 M ' SS 19 22 <br /> trace roots,black and brown,firm(CL) OR TOPSOIL <br /> 4 1019.9 !ti <br /> 5 — <br /> LEAN CLAY,trace roots,grayish 4 Mill SS 17 37 <br /> 6— brown,a little brown mottled,soft(CL) <br /> 7 <br /> 1017.4 !ii <br /> FINE ill <br /> ALLUVIUM8 LEAN CLAY,gray,a little brown2 M SS 19 40 <br /> 9— mottled,soft to firm(CL) / <br /> !ii <br /> 10— <br /> 5 Mill SS 24 <br /> 11 — <br /> 12 <br /> 1012.4 !ii <br /> 13 — % 6 M SS 24 21 <br /> 1 <br /> 14— SANDY LEAN CLAY,a little gravel, TILL !ii <br /> gray,firm,lamination of brown sand <br /> 15 — <br /> (CL) <br /> 5 M p SS 24 30 <br /> 16— <br /> 17— kil <br /> 18— <br /> 19— 7 M , SS 24 <br /> 20 1004.4 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WA I ER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SDCINDIDEELEER THE ATTACHED <br /> 0-18' 2.25"HSA PHDEPTH DEPTH FLUID <br /> L <br /> 2/28/06 20.0 18.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE I ED: 2/28/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />