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<br />I ~ ~~~;~~;~NG SUBSURFACE BORING LOG <br /> TESTING, INC. <br />.. AET JOB NO, 96-2601 LOG OF BORING NO. S (p, 1 of 1) <br /> PROJECT: 1997 Street Reconstruction Proiects; Arden Hills, MN <br />I DEPTH SURFACE ELEV AnON: GEOLOGY SAMPLE REC. FIELD & LABORATORY TEST~ <br /> IN N MC TYPE IN, <br /> FEET MATERIAL DESCRIPTION WC DEN LL PL %-200 <br /> ,2.5" Bituminous pavement r e-- - DS <br />I M <br /> I - 16.5" Base, mostly light brown crushed <br /> limestone (A-I-b or A-I-a) <br /> f- <br /> 2 - Fill, mostly clayey sand with a little gravel M DS <br />I FILL <br /> 3 - (A-6 or A-4) <br /> Fill. mostly sandy lean clay with a Jinle gravel, M f- DS <br />I 4 - brownish gray (A -6) <br /> END OF BORJNG <br />I Location: Colleen Avenue, 6'S of elL, 421'W <br /> of James Avenue CIL <br />I <br />I <br />Ie <br />I <br />I <br />I <br />, . <br />, <br />I DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE, REFER TO <br />, DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> 0-4.5' 4"FA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 10-14-96 10:10 4.5 - NONE SHEETS FOR AN <br />,. EXPLANA nON OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 10/14/96 <br /> CC: DA CA: VD Rio: 7 THtS LOG <br />, 4/90 <br />