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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: 2110/2012 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 <br /> ELEV DEPTH n <br /> (F T.) (FT.) n ASTM Soil Name-Percentages(0,0,0),fines,sand, O O pit <br /> p gravel;grain size,plasticity,roundness,interpretation <br /> other. O p <br /> 4 U <br /> 14.0 20.0 <br /> A <br /> 13.0 21.0 A n <br /> A n <br /> A <br /> 12.0 22.0 White mottling Moist Very " Neat <br /> 1.7 Hard A A Cemen <br /> 11.0 23.0 A A Bentonil e <br /> Grout <br /> 10.0 24.0 <br /> A <br /> A <br /> 9.0 25.0 n <br /> A n <br /> A <br /> 8.0 26.0 <br /> A <br /> A <br /> 7.0 27.0 <br /> 1.3 SILTY SAND-(40,60,0), fine to medium 10YR Moist Very SM <br /> 6.0 28.0 sand,sub-rounded to sub-angular,dark 316 Dense n <br /> n <br /> yellowish-brown. <br /> 5.0 29.0 <br /> A <br /> 4.0 30.0 <br /> n <br /> A n <br /> 3.0 31.0 <br /> n <br /> 2.0 32.0 ^ <br /> SILT-(95,5,0), fine to medium subangular 10YR Moist Very ML n <br /> 1.0 33.0 sand, low plasticity,pale brown. 613 Hard ^ <br /> A <br /> A <br /> 0.0 34.0 ^ <br /> 2 inch <br /> A n Blank <br /> -1.0 35.0 ^ ^ Sch. <br /> ^ ^ 40 <br /> " PVC <br /> -2.0 36.0 n ^ <br /> A Casing <br /> A n <br /> -3.0 37.0 n ^ <br /> 1.9 SANDY SILT-(70,30,0), fine sand, low 10YR Moist Very ML ^ <br /> -4.0 38.0 plasticity,pale brown. 613 Hard n <br /> n n <br /> A n <br /> -5.0 39.0 " ^ <br /> A n <br /> -6.0 40.0 <br /> PAGE 2OF4 <br />