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SOIL BORING AND WELL LOG <br /> PROJECT NO: 0300910016.37030 PROJECT NAME: Former Blue Star BORING NO: MW-4 <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 z W v <br /> ELEV DEPTH d ASTM Soil Name-Percentages(0,0,0),fines,sand, c O O <br /> (FT.) (FT.) 5 <br /> Q gravel;grain size,plasticity,roundness,Interpretation : O z 0 CK z <br /> a other. O O <br /> U V <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- 4/6 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 /> Ta <br /> -33.0 67.0 <br /> SILT-(95,5,0), fine to coarse sand, low 10YR Moist very ML <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 SPBottom <br /> sand, sub-rounded, dark yellowish brown. 416 Plug <br /> -36.0 70.0 <br /> -37.0 71.0 Boring <br /> Sluff <br /> -38.0 72.0 and 03 <br /> Sand <br /> 39.0 73.0 SANDY SILT-(70,30,0),fine sand, low <br /> plasticity,yellowish brown. Wet Very ML <br /> -40.0 74.0 p y'y 5/4 5/4 Hard <br /> PAGE 4 OF 4 <br />