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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 CravAord <br /> DRILLER: Woodyard Drilling LATITUDE/NORTHING: LONGITUDE/FASTING: <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: Holloy Stem Auger DRILL EQUIP: BK-81 TOC ELEVATION: 33.64 <br /> Z <br /> 0 <br /> SOIL DESCRIPTION <br /> ELEV DEPTH a- d) D <br /> la- ASTM Name-Percentages(0,0,0),fines,sand, c <br /> (FT.) (FT.) SSoil <n p <br /> p gravel;grain size,plasticity,roundness,Interpretation z 0 a 0 <br /> a other. 0 0 <br /> U U <br /> 14.0 20.0 <br /> n <br /> 0.0 n n <br /> 13.0 21.0 n <br /> n <br /> A n <br /> 12.0 22.0 n n <br /> n n <br /> n <br /> 11.0 23.0 ^ ^ <br /> ^ Neat <br /> ^ n Cement <br /> 10.0 24.0 A A Bentonil e <br /> A A Grout <br /> A <br /> 9.0 25.0 n h 2 inch <br /> 0.0 Dry Very ^ A Blank <br /> 8.0 26.0 Hard A Sch. <br /> A n 40 <br /> A A PVC <br /> 7.0 27.0 ^ A Casing <br /> A <br /> A <br /> 6.0 28.0 n <br /> A <br /> n <br /> 5.0 29.0 n <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 A A <br /> 0.5 yellowish-brown. ^ <br /> A n <br /> 3.0 31.0 n n <br /> A n <br /> n n <br /> 2.0 32.0 n n <br /> A n <br /> A <br /> 1.0 33.0 n n <br /> A n <br /> A <br /> 0.0 34.0 ^ ^ <br /> A <br /> A <br /> -1.0 35.0 SANDY SILT-(70,30,0), fine sand, low 10YR Moist Very PAL n n <br /> 1.5 plasticity, pale brown. 6/3 Hard n <br /> A n <br /> -2.0 36.0 ^ <br /> A n <br /> A <br /> -3.0 37.0 ^ ^ <br /> A <br /> A n <br /> -4.0 38.0 ^ <br /> A n <br /> 1.9 n n <br /> -5.0 39.0 SILT-(100,0,0), medium to low plasticity, 10YR Moist Very ML ^ ^ <br /> pale brown. 6/3 Hard ^ A <br /> ^ ^ <br /> -6.0 40.0 <br /> PAGE 2OF4 ( i � ( I'j <br />