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SOIL BORING AND WELL LOG <br /> PROJECT NO: 0300910016.37030 PROJECT NAME: Former Blue Star BORING NO: MW-5 <br /> DATE BEGAN: 2/9/2012 DATE FINISHED: 2/9/2012 FIELD GEOLGIST: Ryan Crawford <br /> DRILLER: Woodward Drilling LATITUDE/NORTHING: LONGITUDE/EASTING: <br /> GROUND SURFACE ELEVATION: 34' 2170566.406 6350015.444 <br /> STABLE DEPTH TO GW 53.5' INITIAL DEPTH TO GW: 53.5' <br /> DRILLING METHOD: Hollow Stem Auger DRILL EQUIP: BK-81 TOC ELEVATION: 33.64 <br /> Z <br /> U O <br /> a SOIL DESCRIPTION Lu w L J F- <br /> ELEV DEPTH IL a W r LL _j 0 <br /> (FT.) (FT.) ASTM Soil Name-Percentages(0,0,0),fines,sand, v_� U) O O W Of <br /> p gravel;grain size,plasticity,roundness,interpretation OLn z Q( n a 3 Z <br /> a other. O O <br /> U U <br /> -26.0 60.0 <br /> 1.1 POORLY GRADED SAND-(5, 95, 0),fine 10YR Wet Dense SP 2 <br /> Sch. <br /> -27.0 61.0 sand,sub-rounded to sub-angular,dark 4/6 40 <br /> yellowish brown with reddish yellow(7.5YR PVC <br /> -28.0 62.0 6/8)mottling. 0.020 <br /> inch <br /> Screen <br /> -29.0 63.0 #3 <br /> Sand <br /> -30.0 64.0 <br /> 1.9 <br /> -31.0 65.0 <br /> -32.0 66.0 <br /> -33.0 67.0 SILT-(95,5,0),fine to coarse sand, low 10YR Wet Very ML <br /> plasticity, pale brown. 6/3 Hard <br /> -34.0 68.0 <br /> -35.0 69.0 <br /> POORLY GRADED SAND-(5, 95,0),fine 10YR Wet Dense Sp <br /> -36.0 70.0 sand,sub-rounded to sub-angular, dark 4/6 <br /> 1.7 <br /> yellowish brown. Bottom ThreadEd <br /> -37.0 71.0 Plug <br /> -38.0 72.0 <br /> -39.0 73.0 <br /> Boring <br /> -40.0 74.0 Sluff <br /> and#3 <br /> Sand <br /> -41.0 75.0 Very <br /> 1.7 SANDY SILT-(70,30,0),fine sand, low 15 oYR Wet Hard ML <br /> -42.0 76.0 plasticity,yellowish brown. <br /> Very <br /> -43.0 77.0POORLY GRADED SAND fine Dense SP <br /> sand,sub-rounded to sub-angular,yellowish 5/4 <br /> brown. <br /> PAGE 40F4 a <br />