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AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: 28-00559 LOG OF BORING NO. 2 (p. 1 Of 1) PROJECT: 2013 St. Anthony Improvements; St. Anthony, MN - DEPTH SURFACE ELEVATION: 966.1 GEOLOGY N MC SAMPLE REC FIELD & LABORATORY TESTS WC DEN LL PL o-820 FEET MATERIAL DESCRIPTION TYPE IN. 7.5" Concrete pavement FILL SU FILL, mostly silty sand with gravel, a little clayey sand, brown (A - I -b) 6 M SS 14 11 FILL, mixture of clayey sand and sandy lean 2 clay, a little gravel and silty sand, brown (A-6) 3 10 M SS 2 FILL, mostly silty sand,a little gravel and clayey sand, brown and dark brown (A-2-4) 4 LEAN CLAY, gray, firm to soft (CL) (A-6) 'r1LL s 6 M SS l 24 6 7- 4 M SS 0 8- SANDY LEAN CLAY, a little gravel, brown, a little gray mottled, soft to stiff (CL) (A-6) 10 11 M SS - 18 16 II SANDY LEAN CLAY, a little gravel, gray, a 12 little brown mottled, stiff (CL) (A-6) 10 M SS 18 16 13 14 SANDY LEAN CLAY, a little gravel, gray, stiff (CL/SC)(A-6) 15 9 M SS 18 17 16 17 18 19 20 l5 M SS 18 14 21 END OF BORING DEPTH: DRILLINGMETHOD WATER LEVEL MEASUREMENTS NOTE: REFERTO 0-19%' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID J.EVEL WATER LEVEL THE ATTACHED 6/22/12 12:20 19.5 19.5 19.9 None SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 6/22/12 'TERMINOLOGY ON DR: SG LG: TA Rig: 91C THIS LOG 57 03/2011 01-DHR-060