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LOG OF TEST HOLES <br /> Drilled 12/12/91 <br /> Test Mole #1 <br /> D f Material <br /> 0.0 - 1.0 Brown fine sandy SILT (ML), loose.- <br /> 1.0 - 1.5 <br /> oose.1.0 - 1.5 Brown silty CLAY (CIL), moist, very stiff. <br /> 1.5 - 9.0 Tan medium sandy SILT (ML), slightly moist, moderately cemented. <br /> 9.0 - 14.5 Brown medium to fine SAND (SW), medium dense, interbeded with <br /> lenses of cemented material. <br /> 14.5 - 22.0 Light brown well graded coarse SAND (SW), medium dense, <br /> interbeded with lenses of cemented material, traces of gravel begin <br /> at a depth of 21.0 feet. <br /> 'i <br /> Test loig #2 <br /> 0.0 - 2.0 Brown clayey SILT (ML), slightly moist, medium dense. j <br /> 2.0 - 9.5 Brown silty medium SAND (SM), slightly cemented with lenses of <br /> strongly cemented material. <br /> 95 - 13.0 Brown sandy CLAY (CL), moist, stiff. <br /> 13.0 - 17.0 Brown silty medium to coarse SAND (SM), slightly cemented, with <br /> layers of grey cemented silty sand, dense. <br /> i <br /> 17.0 - 25.0 Tan silty coarse to fine SAND (SM), slightly cemented, dense. <br /> IDE RS0,` i <br /> a <br /> x w <br /> G h <br /> 4$soG� <br /> P <br /> f <br />