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<br />~ AM:ERICAN <br />I I ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br />a. AET JOB NO: 96-2601 LOG OF BORING NO. 2 (P. 1 ofl) <br /> PROJECT: 1997 Street Reconstruction Proiects; Arden Hills, MN <br />I DEPTII SURFACE ELEVATION: GEOLOGY Me S AMPLE REC. FIELD & LABORATORY TEST <br /> IN N TYPE IN. <br /> FEET MATERIAL DESCRlPTION WC DEN LL PL %-200 <br />I ,2" Bituminous pavement r- Mi- DS <br /> 1 - I\fO" Base, mostly light blOwn crushed f- FILL M- DS <br /> limestone (A- I -a) <br />I 2 - i\rm. mostly sandy lean clay with a little gravel, M- 18 <br /> blOwn (A-6) / DS <br /> WEATHER D <br /> 3 - Sandy lean clay with a little gravel, blOwn TILL OR <br /> (CL) (A-6) (may be fill) :; FILL <br />I 4 - <br /> END OF BORING <br />I Location: Colleen Avenue, 9'NE of CIL, <br /> I I3 'NW of Colleen Circle CIL <br />I <br />I <br />Ie <br />, <br />I <br />I <br />, <br />I <br />I DEPTH: DRILLING METIlOD WATER LEVEL MEASURElvlENTS NOTE: REFER TO <br />, SAMPLED CASING CAVE-IN DRILLING WATER TIlE ATIACHED <br /> 0-4.5' 4" FA DATE TIME DEPTH DEPTH DEPTII FLUID LEVEL LEVEL <br /> 10-14-96 9:40 4.5 NONE SHEETS FOR AN <br /> - <br />,. EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 10/14/96 <br /> TIltS LOG <br /> CC: DA CA: VD Rio: 7 <br />, 4/90 <br /> ---- <br />