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I.OG OF TEST BORING <br />Do-o Orlll.d 9/1/98 • Enp1MN Freeman Bo-lnp• eir 2 <br />Loeotion See test boring location sketch F~1ve"n^ <br />4 inches 14 feet <br />Diom.Nr Totol LtiplA <br />Depth to Water at Time of Drilling None <br />encrnin <br /> soma. <br /> Soil O..erip-ion Laborotory TiH R.aulfr <br /> Typ. N <br /> Clay,silty,sandy,gravelly,medium <br /> stiff,slightly mois[,brown (CL) <br /> organic to 1/2 foot <br /> <br /> m <br /> 200/ Formational ma[erial,sandy,siltstone, Swell-Consolidation Test: <br /> C hard brown MC: 10.7$ DD: 86.0 <br /> 3 S <br /> 1 <br /> Y <br /> 7 <br />m <br /> Bottom of test boring 2 at 14 feet <br /> f3 <br /> 2 <br />~raj.et Nom. Uooer Plant Site p*oloef Numb.r M98168GE Fiw~ A3 <br />~am6ert ana ~~oeiatee <br />CONSULTING GEOTECHNICAL ENOIHEERS ANO MATERIAL TESTING <br />