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<br /> r.J ruVl.cKJ.L.~l~ <br />I l ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br />~ AET JOB NO: 96-2601 LOG OF BORlNG NO. 8 (P. 1 of 1) <br /> PROJECT: 1997 Street Reconstruction Proiects; Arden Hills, MN <br /> D1lJH SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-200 <br />I 2.25" Bimminous pavement (I-- <br /> 1 - Fill, mostly sand with silt and a little gravel, <br /> brown (A-l-b or A-3) 14 M SS 18 <br /> 2 - FILL <br />I <br /> 3 - Fill, mostly sandy lean clay with a little gravel, 9 M SS 18 <br /> brown, dark brown and black (A-6) <br />I 4 - <br /> 5 - Lean clay with sand, black to dark gray, ~ TOPSOIL 6 M SS 12 32 <br /> medium (CL) (A-6) <br />I 6 <br /> 7 - Sandy lean clay with a little gravel, light gray, <br />I a little brown, soft (CL) (A-6) <br /> 8 - 3 M SS 12 <br /> 9 - ~ WEATHER D <br />I Sandy lean clay with a little gravel, gray <br /> 10- mottled, medium (CL/SC) (A-6) TILL <br /> :j 7 M SS 18 <br />Ie 11 '/.. <br /> 12 - ~.... <br />, Clayey sand with a little gravel, gray, medium ;; 8 M SS 18 <br /> 13 - ~ <br /> (SC) (A-6 or A-4) <br /> 14 - <br />, 15 - 6 M SS 16 <br /> .. <br /> 16 END OF BORlNG <br />I <br />I Location: Hamline Avenue West Service <br /> Road. 8'E of C/L, 837'N (along <br /> C/L) of County Road E elL <br />, <br />I DEPTH: DRlLLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br />, DATE TIME SAMPLED CASING CAVE-IN DRlLLlNG WATER THE ATTACHED <br /> 0-14.5' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 0/11/96 2:45 16.0 14.5 14.8 None SHEETS FOR AN <br /> 0/11/96 2:55 16.0 14.5 14.8 None EXPLANATION OF <br /> BORING 10/11/96 . 0111/96 3:00 16.0 - 4.9 None TERMINOLOGY ON <br /> COMPLETED: <br /> CC: SG CA: GH Rio: 4R I THIS LOG <br />, 4/90 <br />