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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> A.ET JOB NO: 26-00538 LOG OF BORING NO. 6 (p• 1 of 1) <br /> PROJECT: 2013 Elk liver Street improvements;Elk River,MN <br /> DEPTH SURFACE ELEVATION: 890.1 GEOLOGY 14 MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC [7E11 LL FL 4420 <br /> 4.5'Bituminous pavement FILL AS <br /> FILL,mostly sand with silt,brown <br /> 1 <br /> 15 M SS 14 <br /> FILL,mostly sand,s little gavel,brown,a little <br /> dark brown <br /> 3 15 M SS 18 <br /> 4 <br /> 8 M SS 17 <br /> 6 <br /> 7 SAND, fine grained,light brown,moist,very :_:COARSE 3 M SS 17 <br /> loose to loose(Sp) -ALLUVIUM <br /> 8 <br /> g 8 M SS 17 <br /> to— <br /> 8 M SS 13 <br /> � EI <br /> END OF BORING <br /> tu <br /> J <br /> F <br /> U <br /> F <br /> Q <br /> d <br /> C9 <br /> C. <br /> 2 <br /> W <br /> all <br /> 5 <br /> IU <br /> W <br /> � DEPTH: DRILLING A,TTHOD WATER LEVEL MEASUREMENTS NOTE. REFER TO <br /> Y <br /> J SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> 4-10' 3.251 HSA DATE TIME DEPT DEPTH DEPTH 'FLUID LEVEL LEVEL <br /> N Ill]6112 WD <br /> None SHEETS FOR AN <br /> N <br /> 11116112 AD 5,0 None EXPLANATION OF <br /> « COMPLETED: 11/16/12 T>;r�M rrOLOGY ON <br /> THIS LOG <br /> a DR: BR LG: DR Rig: 178 G <br /> 01-DHR-460 <br /> 0312011 <br />