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AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: 28-00559 LOG OF BORING NO. 5 (P-_1 Of 1) PROJECT: 2013 St. Anthony Improvements; St. Anthony, MN DEPTH IN SURFACE ELEVATION: 967.% GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS WC DEN LL PL W120 FEET MATERIAL DESCRIPTION N MC TYPE IN. 8.25' Concrete pavement FILL SU 1 10 FILL, mostly silty sand, a little gravel, brown (A-2-4) 13 M SS 2 FILL, mostly clayey sand, a little gravel, brown 3 IS M SS 2 12 4 FILL, mostly sandy silt, dark brown, brown and gray (A-4) 5 9 M SS 15 20 G LEAN CLAY WITH SAND, brown, stiff (CL) TILL 7 (A-6) 8 9 M SS 14 22 9 SANDY LEAN CLAY, a Iittle gravel, brown, a little dark brown, soft, laminations of sandy silt 10 11 (CL) 3 M SS 18 25 SANDY LEAN CLAY, a little gravel, brown 12 and gray mottled, stiff (CL) (A-6) 13 10 M SS 18 19 14 SANDY LEAN CLAY, a little gravel, brown, a little dark brown, very stiff, laminations of sandy 15 silt (CL) (A-6) 20 M SS 17 16 16 17- 18 SANDY LEAN CLAY, a little gravel, dark brown, very stiff (CL) 19 20 21 M SS 18 14 21 j END OIC BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 0-19%i HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE -M DEPTH DRILLING FLUID LEVEL, WATER LEVEL THEATTACHED _3.25" 6/25/12 9:45 21.0 19.5 20.0 None SHEETS FOR AN EXPLANATION OF COMPLETED: 6/25/12 TERMINOLOGY ON DR: SG LG SB Rig: 91C Tills LOG 03/2011 01-DHR-060