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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 10 (p. 1 of 1) <br /> PROJECT: 2013 Elk River Street improvements; Elk River MN <br /> DEPTH SURFACE ELEVATION: 885`6 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE WC DEN LL PL u-#20 <br /> 2.6"Bituminous pavement FILL AS <br /> 4"Apparent aggregate base <br /> I FILL,mostly silty sand,dark brown 18 <br /> 9 M S5 18 <br /> FILL,mostly silty sand,brown <br /> 3 6 M SS 17 <br /> 4 CLAYEY SAND,trace roots,brown,stiff(SC} MDMD <br /> (possible fill) ALLUVIUM 13 <br /> OR FILL <br /> 5 - COARSE 7 M SS 16 <br /> SAND,fine to medium grained,brown,moist, <br /> loose(5P) =° ALLUVIUM <br /> 6— <br /> SAND,a little gavel,medium to fine grained, <br /> mottled brown,moist,loose(SP) <br /> 7 6 M SS 16 <br /> 8 <br /> 9 6 M SS 18 <br /> 6 M SS 12 <br /> �_ II <br /> F <br /> �? END OF BORING <br /> LU <br /> J <br /> `L <br /> FU <br /> W <br /> a <br /> 'a <br /> C7 <br /> a: <br /> ry <br /> w <br /> z <br /> tu <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> M 0-10' 3.25"HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 1111.6I12 WQ None SHEETS FORAM <br /> 11/16/12 AD 4.0 None EXPLANATION OF <br /> =BR : 11!16112 Ti RMINOLOGY ON <br /> THIS LOG <br /> d G: DR Rag: 178 G <br /> 0312011 01-DHR-060 <br />