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<br /> ~ J-tiV1.c.N.'--J-ti~ <br />I j ENGINEERING SUBSURFACE BORING LOG <br /> TESTING. INC. <br />I. AET JOB NO: 96-2601 LOG OF BORING NO. 3 (P. 1 of 1) <br /> PROJECT: 1997 Street Reconstruction Proiects; Arden Hills, MN <br /> FIELD & LABORATORY TEST <br />I DEPTH SURFACE ELEVATION: GEOLOGY MC S AMPLE REC. <br /> IN N TYPE IN. <br /> FEET MATERIAL DESCRlPTION WC DEN LL PL %.200 <br /> \2" Bituminous pavement f I--- M DS <br />I 1 - 16" Base, mostly light brown crushed FILL <br /> limestone (A-l-b or A-2-4) MI- <br /> 2 - ~ DS <br />I Sandy lean clay with a little gravel, brown TILL OR <br /> 3 - (CL) (A-6) (may be fill) ~ FILL <br /> :; <br />I 4 - ~ <br /> END OF BORING <br />I Location: Colleen Circle, 19.5'E of <br /> cul-de-sac center <br />I <br />I <br />Ie <br />I <br />, <br />, <br />, <br />, .. <br />I , <br /> DEPTH: DRlLLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE I TIME SAMPLED CASING CAVE-IN DRlLLING WATER THE ATIACHED <br />~ 0-4.5' 4"FA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 10-14-96 I 10:00 4.5 NONE SHEETS FOR AN <br /> - <br /> I I EXPLANATION OF <br /> BORING I TERMINOLOGY ON <br /> COMPLETED: 10/14/96 <br /> cc: DA CA: VD Rig: 7 I THts LOG <br />, 4/90 <br />