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AMERICAN <br /> 1 ENGINEERING SUBSURFACE BORING LOG <br /> a TESTING,INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 2 (p• 1 of 1) <br /> PROJECT: 2413 Elk River Street Improvements;Elk River,NW <br /> DEPTH SURFACE ELEVATION: 891.1 GEOLOGY N �C SAMPI.I. REC <br /> FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL ,42 <br /> -1113"Bituminous pavement FILL AS <br /> 3"Apparent aggregate base <br /> t FILL,mostly silty sand,a little sated with silt,a g <br /> little gravel,brown 14 M SS 15 <br /> 2 <br /> 3 9 M SS 3 <br /> 4 <br /> 5 4 M SS I2 <br /> FILL,a mixture of silty sand and sand,a little <br /> gravel,brown and light brown <br /> 7 3 M SS 14 <br /> 6 SAND,a little gravel,medium to fine grained, COARSE <br /> brown,moist,loose(SP) ALLMUM <br /> 9 5 M SS 17 <br /> 10 <br /> SAND,fine grained,light brown,moist,loose 6 M SS 13 <br /> (SP) <br /> END OF BORING <br /> h <br /> F <br /> !N <br /> C <br /> A <br /> (7 <br /> F <br /> "L <br /> w <br /> ur <br /> a DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> Y <br /> r �r /DATE TIME <br /> SAMPLED TH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> N d-10 3.25 HSA <br /> 11/16/12 WD None SHEETS FOR AN <br /> 11116/12 AD 5.0 None EXPLANATION OF <br /> CBORING 11116/12 TERMINOLOGY ON <br /> DR: BR LG: DR Ri : 178 G THIS LOG <br /> 0312011 01-DHR 060 <br />