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<br />~ AM.cKlCAN <br />I 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br />~ AET JOB NO: 96-2601 LOG OF BORlNG NO. 7 (p, 1 of 1) <br /> PROJECT: 1997 Street Reconstruction Projects; Arden Hills, MN <br /> DEPTH SURFACE ELEVATION: GEOLOGY SAMPLE REC. FIELD & LABORATORY TEST~ <br /> IN N MC TYPE IN. <br /> FEET MATERIAL DESCRlPTtON WC DEN LL PL %-200 <br />I \ 1. 25" Bituminous pavement f - MI- DS <br /> 1 - 19" Base, mostly light brown crushed <br /> limestone (A-I-b) <br />I 2 - FILL MI- DS 14 <br /> 3 - Fill, mostly sandy lean clay with a little gravel, <br /> brownish gray and brown (A-6) <br />I 4 - <br /> END OF BORING <br />I Location: Colleen Avenue, 7 .5'S of CIL, <br /> 215'W of Hamline Avenue CIL <br />I <br />I <br />'- <br />I <br />, <br />I <br />I <br />, <br />I DEPTH, DRILLING METIlOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br />, DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER TIlE ATTACHED <br /> 0-4.5' 4" FA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 10-14-96 10:20 4.5 NONE SHEETS FOR AN <br /> - <br />, EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 10/14/96 <br /> CC: DA CA: VD Rig, 7 TIllS LOG <br />, 4/90 <br />