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WHITE FENCE ESTATES, SU 94-3 <br /> LOCI OF TEST HOLES <br /> Excavated 4/24,25,26/95 <br /> Test hole Depth(ftj Material <br /> PT-1 0.0 - 1.5 Dark brown fine sandy silt (ML) , medium dense, <br /> moist. <br /> 1.5 - 2.0 Brown silty clay (CL) , stiff, moist. <br /> 2.0 - 8.0 Brown fine sandy silt (ML) , moderately to <br /> slightly cemented, hard, moist. <br /> 8.0 - 11.5 Brown fine sandy silty clay (CL) , very slightly <br /> cemented, moist, hard. <br /> 11.5 - 20.0 Brown clayey sand (3C) , moist, medium dense. <br /> 20.0 - 21.0 Brown clayey silty sand (SM) , moist, medium <br /> dense. <br /> PT-2 0.0 - 1.5 Dark brown fine sandy silt (ML) , medium dense, <br /> moist. j <br /> 1.5 - 2.5 Brown silty clay (CL) , stiff, moist. <br /> 2.5 - 6.0 Light brown fine sandy silt (ML) , moderately to <br /> slightly cemented, hard, moist. <br /> 6.0 - 9.0 Brown fine sandy silty clay (CL) , very slightly <br /> cemented, moist, hard. <br /> 9.0 - 11.0 Brown silty clay (CL) , moist, very stiff. <br /> 11.0 - 16.0 Brown fine sandy clay (CL) , moist, very stiff. <br /> 16.0 - 18.0 Brown clayey silty sand (SM) , moist, medium <br /> dense. <br /> 18.0 - 20.0 Brown silty medium to fine sand (SM) , moist, <br /> medium dense. <br /> PT-3 0.0 - 2.0 Dark brown fine sandy silt (ML) , medium dense, <br /> moist. <br /> 2.0 - 2.5 Brown silty clay (CL) , stiff, moist. <br /> 2.5 - 11.0 Light brown fine sandy silt (ML) , moderately to <br /> slightly cemented, hard, moist. <br /> 11.0 - 13.0 Brown medium to coarse sand (SW) , moist, medium <br /> dense. <br /> 13.0 - 19.0 Brown sandy clay (CL) , moist, very stiff. <br /> ?pERs <br /> fi O� <br /> > '^ <br /> � w <br /> d ~ <br /> P <br /> 4Ssot,� <br /> F <br />