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AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 28-00559 LOG OF BORING NO. 6 (p. 1 of 1) <br />PROJECT: 2Q13 St. Anthony Improvements; St. Anthony, MN <br />DEPTH977.2 <br />IN <br />SURFACE ELEVA'T'ION: <br />GEOLOGYFNFMC <br />SAMPLE <br />REC <br />FIELD & LABORATORY TISTS <br />WC <br />DEN <br />I,L <br />PL <br />o-420 <br />FEET <br />MATERIALDESCRIPTION <br />TYPE <br />IN. <br />7.75" Concrete pavement <br />FILL <br />SU <br />1 <br />FILL, mostly sandy lean clay, a little gravel, dark <br />brown, brown and gray (A-6) <br />8 <br />M <br />SS <br />12 <br />13 <br />2 <br />SANDY LEAN CLAY, a little gravel, brown <br />TILL <br />and gray mottled, a little light brown, stiff to <br />9 <br />M <br />SS <br />14 <br />16 <br />3 <br />very stiff, laminations of silty sand and sandy silt <br />(CL)(A-6) <br />a <br />s <br />18 <br />M <br />SS <br />7 <br />16 <br />6 <br />7- <br />8 <br />26 <br />M <br />SS <br />17 <br />16 <br />9 <br />SANDY LEAN CLAY, a little gravel, brown <br />mottled, very stiff (CL) (A-6) <br />to <br />I1 <br />26 <br />M <br />SS <br />18 <br />16 <br />12- <br />13 <br />27 <br />M <br />SS <br />6 <br />14 <br />14 <br />SANDY LEAN CLAY, a little gravel, apparent <br />cobbles around 20', brown, a little dark brown <br />s <br />and gray, very stiff to hard, laminations of silty <br />24 <br />M <br />SS <br />17 <br />16 <br />sand and sandy silt (CL) (A-6) <br />16 <br />17 <br />IS <br />19 <br />20 <br />64 <br />M <br />SS <br />17 <br />1G <br />21 <br />ENDOFBORING� <br />DEPTH: DRILLING ME'T'HOD <br />WATER LEVEL MEASURF,MENTS <br />NOTE: REFER TO <br />0-19/i_ 3.25" HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />DRILLING <br />FLUID LEVEL <br />WATER <br />LEVEL <br />7HE ATTACHED <br />6/25/12 <br />11:00 <br />21.0 <br />19.5 <br />20.0 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />BORING <br />COMPLETED: <br />6/25/12 <br />TERMINOLOGY ON <br />DR: SG LG SB Rig: 91C <br />THIS LOG <br />03/2011 01-DHR-060 <br />61 <br />