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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' 2170566.40(3 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 /> �j O <br /> SOIL DESCRIPTION - w F <br /> ELEV DEPTH (L 4) :3 <br /> j <br /> (FT.) (FT.) a ASTM Soll Name-Percentages(0,0,0),fines,sand, 00 <br /> C) gravel;grain size,plasticity,roundness,Interpretation Z) to G <br /> O.. other. p a z <br /> U O <br /> U <br /> 14.0 20.0 <br /> A n <br /> 0.0 n n <br /> 13.0 21.0 n n^ <br /> A <br /> 12.0 22.0 n n <br /> A <br /> 11.0 23.0 ^ n Neal <br /> A n <br /> Cement <br /> 10.0 24.0 <br /> A Bentoni e <br /> A Grout <br /> 9.0 25.0 n e.n 2 inch <br /> 0.0 Dry Very ^ A Blank <br /> 8.0 26.0 Hard A n Sch. <br /> A n 40 <br /> A A PVC <br /> 7,0 27.0 ^ A Casing <br /> A <br /> 6.0 28.0 <br /> A <br /> 5.0 29.0 A 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 " <br /> 0.5 yellowish-brown. <br /> 3.0 31.0 n <br /> A <br /> A <br /> 2.0-- 32.0 n <br /> A n <br /> - ^ <br /> 1.0 33.0 n <br /> A n <br /> A <br /> 0.0 34.0 n n <br /> A <br /> -1.0 35.0 SANDY SILT-(70,30,0), fine sand, low 10YR Moist Very ML n <br /> 1.5 plasticity,pale brown. 6/3 Hard n <br /> A <br /> -2.0 36.0 n <br /> N <br /> A <br /> -3.0 37.0 n <br /> A <br /> n <br /> -4.0 38.0 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. 613 Hard ^ ^ <br /> n n <br /> -6.0 40.0 <br /> PAGE 2OF4 <br />