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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AFT JOB NO: 26-00538 LOG OF BORING NO. _ 3 (p•_1 of I) <br /> PROJECT: 2013 Elk River Street Iii rovernents• Elk River MN <br /> DIN SURFACE ELEVATION: 888.9 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET` MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL a42 <br /> 3.5"Bituminaus avement FILL AS <br /> 7"Apparent aggregate base <br /> I FILL,mostly sand with gravel and silt,brown <br /> 14 tv1 5S 11 <br /> Z FILL,mostly sand,a little gravel,brown <br /> 3 9 M SS 18 <br /> SAND,a little gravel,fine grained,light brown, = : COARSE <br /> moist,loose(SP)(possible fill) ALLUVIUM <br /> OR FILL <br /> 5 7 M SS 17 <br /> 6— <br /> SAND,a little gravel,medium to fine grained, <br /> brown,moist,medium dense,lease dark brown <br /> silty sand(SP)(possible fill) <br /> 7 23 M SS 2 <br /> $ SAND,a little gravel,medium to fine grained, COARSE <br /> brown,moist,medium dense(SP) ALLUVIUM <br /> g 12 M SS 17 <br /> la <br /> 12 M SS 12 <br /> a 11 <br /> END OF BORING <br /> a. <br /> a <br /> W. <br /> W <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASURENMNTS NOTE: REFER TO <br /> Y <br /> M '� DATE TIME SALT THD CAVE DEPTH FL RI VEL LEVEL THE ATTACHED <br /> s 0-10 3.25 HSA <br /> 11/16/12 WD [one SHEETS FOR AN <br /> 11116112 AD 4.0 Note EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> v COMPLETED: 11/16/12 THIS LOG <br /> DR: BR LG. DR Rig-- 178 GR <br /> 01-DIIR-060 <br /> 0312011 <br />