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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 0 <br /> ELEV DEPTH <br /> d SOIL DESCRIPTION W w J F_ <br /> (FT.) (FT.) n ASTM Soil Name-Percentages(0,0,0),fines,sand, c r U) U) 02 LL _j <br /> w <br /> Q gravel;grain size,plasticity,roundness,interpretation : Z ¢ (na z <br /> other. O O <br /> U U <br /> -6.0 40.0 <br /> -7.0 41.0 <br /> -8.0 42.0 <br /> -9.0 43.0 <br /> -10.0 44.0 <br /> a <br /> -11.0 45.0 <br /> 0.0 <br /> -12.0 46.0 <br /> SILTY SAND-(15,85, 0),fine sand,sub- 10YR Moist Very SM <br /> -13.0 47.0 rounded to sub-angular, light yellowish- 6/4 Dense <br /> brown with white mottling. Hydrate <br /> -14.0 48.0 Bentoniie <br /> seal <br /> -15.0 49.0 <br /> -16.0 50.0 SILT-(100,0,0), low plasticity, brown. 10YR Moist Very ML <br /> 4/3 Hard <br /> -17.0 51.0 <br /> 0.0 <br /> -18.0 52.0 <br /> -19.0 53.0 <br /> -20.0 54.0 <br /> -21.0 55.0 SILTY SAND-(20,80, 0),fine sand,sub- 10YR Wet Dense SM <br /> 1.1 rounded,yellowish-brown. 5/4 <br /> -22.0 56.0 <br /> -23.0 57.0 SILT-(95, 5,0),fine sand, low plasticity, 10YR Wet Hard ML <br /> brown with reddish yellow(7.5YR 6/8) 4/6 <br /> -24.0 58.0 mottling. <br /> -25.0 59.0 <br /> -26.0 60.0 <br /> PAGE 3OF4 <br />