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<br /> ~ J-llVICKlLJ-ll"; <br />I l ENGINEERlNG SUBSURFACE BOIDNGLOG <br /> TESTING, INC. <br />~ AET JOB NO: 96-2601 LOG OF BORING NO, 9 (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 DESCRlPTION WC DEN LL PL %-200 <br /> 1.5" Bituminous pavement I--- M - DS <br />I - <br /> 1 - 5.5" Base, mostly brown silty sand with a M DS 14 <br /> little gravel (A-2-4) <br /> 2 - Fill, mostly sandy lean clay with a little gravel, FILL M DS 13 <br />I 3 - brown, grayish brown and brownish gray <br /> (A-6) <br />I 4 - <br /> END OF BORING <br />I Location: HamIine Avenue West Service <br /> Road, 7.5'W of C/L, 188'N (along <br /> C/L) of County Road E C/L <br />I <br />I <br />'- <br />I <br />, <br />I <br />I <br />, <br />I DEPTH: DRILLING METIlOD I WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> I DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER TIlE A IT ACHED <br />, 0-4.5' 4"FA I DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 10-14-96 I 9:20 4.5 NONE SHEETS FOR AN <br /> - <br />,. S,{PLANATION OF <br /> BORING TEIL\1INOLOGY ON <br /> COMPLETED: 10/14/96 <br /> CC: DA CA: VD Rig: 7 TIltS LOG <br />, 4/90 <br />--------- <br />