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itAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mom <br /> AET JOB NO: 22-00012 LOG OF BORING NO. ES-5 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> FIELD&LABORATORY TESTS <br /> DEPTH EV SURFACE ELEVATION: 1025.1 GEOLOGY N MC SAMPLE REC <br /> IN <br /> FEET 1'EE1 MATERIAL DESCRIPTION TYPE ' WC DEN LL PL %-#200 <br /> LEAN CLAY WITH SAND,trace roots, TOPSOIL OR <br /> 1 — black,soft(CL) FILL 4 M ' SS 12 <br /> 2 1023.1 / <br /> 3 — SANDY LEAN CLAY,trace roots, 6 M ' SS 10 <br /> black,firm(CL) ' <br /> TOPSOIL OR <br /> _ <br /> 4 1020.6 FILL It <br /> 5 — <br /> SANDY LEAN CLAY,brown and gray 4 M rSS 12 <br /> 6— brown,soft,lense black silty sand(CL) <br /> 7 1018.1 !ii <br /> 8— LEAN CLAY,grayish brown,a little 3 M ' SS 19 39 <br /> brown mottled,soft(CL) ' <br /> 9 1015.6 !ii <br /> 10— r <br /> / 5 M SS 24 35 <br /> 11 — , <br /> LEAN CLAY,gray a little brown FINE <br /> mottled,firm(CL) 0 ALLUVIUM !ii <br /> 12— � ill <br /> 13 — 5 M SS 24 <br /> 14— 1010.6Iii <br /> 15 — � ri <br /> 5 M SS 24 38 <br /> 16— LEAN CLAY,gray,firm(CL) <br /> 17— 1 <br /> i <br /> 18 1007.1 <br /> 1 _ SANDY LEAN CLAY,a little gravel, TILL <br /> 9 gray,firm(CL) 8 M SS 24 19 <br /> 20 1005.1 A <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME S DEPT ID DEPTH DEPTHH FLUID LEVEL LEVEL THE ATTACHED <br /> 0-18' 2.25"HSA <br /> 2/28/06 20.0 18.0 17.0 15.0 SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE I LD: 2/28/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />