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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 /> SOIL DESCRIPTION <br /> ELEV DEPTH 0- a) j H _j LL <br /> (FT.) (FT.) CL ASTM Soil Name-Percentages(0,0,0),fines,sand, � (n U) 0 0 w of <br /> p gravel;grain size,plasticity,roundness,interpretation O z Q (1) a z <br /> other. 0 0 <br /> U U <br /> 14.0 20.0 <br /> 0.0 <br /> 13.0 21.0 <br /> 12.0 22.0 <br /> 11.0 23.0 <br /> Neat <br /> 10.0 24.0 n Cement <br /> A n Bentonile <br /> A Grout <br /> A n <br /> 9.0 25.0 n 2 inch <br /> 0.0 Dry Very Blank <br /> 8.0 26.0 Hard Sch. <br /> 40 <br /> 7.0 27.0 PVC <br /> Casing <br /> 6.0 28.0 n <br /> 5.0 29.0 <br /> SILTY SAND-(40, 60, 0),fine to medium 10YR Moist Dense SM <br /> 4.0 30.0 sand,sub-rounded to sub-angular, dark 3/6 <br /> 0.5 yellowish-brown. <br /> 3.0 31.0 <br /> 2.0 32.0 <br /> 1.0 33.0 <br /> 0.0 34.0 <br /> -1.0 35.0 SANDY SILT-(70,30,0),fine sand, low 10YR Moist Very ML <br /> E. <br /> 1.5 plasticity, pale brown. 6/3 Hard <br /> -2.0 36.0 <br /> -3.0 37.0 <br /> r <br /> -4.0 38.0 r <br /> A n <br /> 1.9 n A <br /> -5.0 39.0 SILT-(100, 0, 0), medium to low plasticity, 10YR Moist Very ML n n <br /> pale brown. 6/3 Hard » A <br /> -6.0 40.0 <br /> PAGE 2OF4 <br />