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<br /> ~ AMERICAN <br />I l ENGINEERING SUB SURF ACE BORING LOG <br /> TESTING, INC. <br />I AET JOB NO: 96-2601 LOG OF BORING NO. 10 (P. 1 of 1) <br />f' PROJECT: 1997 Street Reconstruction Projects; Arden Hills, MN <br /> DEJ1H SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC. FlELD&LABORATORYTEST, <br /> FEET MATERIAL DESCRIPTION TYPE IN, WC DEN LL PL %-200 <br />I 3" Bituminous pavement f-- , M = DS <br /> 1 - 1.5" Base, mostly black silty sand with a little M DS 14 <br /> [gravel (A-2-4) <br />I 2 - Silty clay, dark brown to brown (CL-ML) (A-4) - <br /> FINE M DS 19 <br /> 3 - Lean clay with sand, brown (CL) (A-6) ALLUVIUM <br />I 4 - <br /> END OF BORING <br />I Location: North Snelling A venue Service 'FILL <br /> Road, S'W of C/L, 667'N (along <br />I C/L) of Arden Place <br />I <br />'- <br />I <br />I <br />, <br />, <br />, <br />I DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br />, DATE TIME SAMPLED CASING CAVE.IN DRILUNG J WATER THE ATTACHED <br /> 0-4.5' 4" FA DEPTH DEPTH DEPTH FLUID LEVE, LEVEL <br /> 10-14-96 9:05 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 THIS LOG <br />I 4/90 <br />