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SOIL BORING AND WELL LOG <br /> PROJECT NO: 0300910016.37030 PROJECT NAME: Former Blue Star BORING NO: MW4 <br /> DATE BEGAN: 2/10/2012 DATE FINISHED: 2/10/2012 FIELD GEOLGIST: Ryan Crawford <br /> DRILLER:Woodward Drilling LATITUDE/NORTHING: LONGITUDE/EASTING: <br /> GROUND SURFACE ELEVATION: 34' 2170600.390 6350005.544 <br /> STABLE DEPTH TO GW 53.5' INITIAL DEPTH TO GW: 53' <br /> DRILLING METHOD: Hollow Stem Auger DRILL EQUIP: BK-81 TOC ELEVATION: 33.48 <br /> Z <br /> O <br /> SOIL DESCRIPTION W w K <br /> ELEVU <br /> (FT.) D(FT)H n ASTM Soil Name-Percentages(0,0,0),fines,sand, c Y 00 <br /> LO gravel;grain size,plasticity,roundness.Interpretation :3 to a z <br /> a other. O O <br /> U U <br /> -26.0 60.0 <br /> -27.0 61.0 <br /> -28.0 62.0 <br /> POORLY GRADED SAND-(5,95,0),fine 10YR Wet Med. Sp <br /> -29.0 63.0 to medium sand,sub-rounded to sub- 4I6 Dense <br /> angular,dark yellowish brown. <br /> -30.0 - 64.0 <br /> Reddish yellow(7.5YR 6/8)mottling Wet <br /> -31.0 65.0 <br /> -32.0 66.0 <br /> -33.0 67.0 <br /> SILT-(95,5,0), fine to coarse sand, low 10YR Molst Very pfL <br /> -34.0 68.0 plasticity,pale brown. 6/3 Hard <br /> ThreadEd <br /> -35.0 69.0 POORLY GRADED SAND-(5,95,0),fine 10YR Wet Dense SP Bottom <br /> sand,sub-rounded,dark yellowish brown. 416 Plug <br /> -36.0 - 70.0 <br /> -37.0 71.0 <br /> Boring <br /> Sluff <br /> -38.0 72.0 and#3 <br /> Sand <br /> 39.0 73.0 SANDY SILT-(70,30,0),fine sand,low <br /> 10YR Wet Very ML <br /> -40.0 74.0 <br /> plasticity,yellowish brown. 5/4 Hard <br /> - <br /> PAGE 4OF4 <br />