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MORKA NORTON PROPERTY, ms 94-39 <br /> LOG OF TEST HOIX S <br /> Excavated 11/25/94 <br /> Test Hole De t ft Materi 1 <br /> 0.0 - 4.0 Brown silty fine to medium SAND (SM) , moist, <br /> Kim— <br /> PT-1 medium dense. <br /> 4.0 - 5.5 Brown silty fine SAND (SM), slightly cemented, <br /> moist, dense. <br /> 5.5 - 10.0 Brown silty fine to medium SAND (SM) , moist, <br /> medium dense. <br /> pT_2 0.0 - 3.0 Brown silty fine SAND (SM), moist, medium dense. <br /> 3.0 - 4.5 Brown silty fine SAND (SM) , slightly cemented, <br /> moist, dense. <br /> 4.5 - 7.0 Brown fine sandy SILT (ML) , moist, medium dense. <br /> 7.0 - 10.0 Brown fine to medium SAND (SW) , moist, medium <br /> dense. <br /> 0.0 - 2.0 Brown silty fine to medium SAND (SM) , moist, <br /> PT-3 medium dense. <br /> 2.0 - 4.5 Brown fine sandy silty CLAY (CL) , moist, very <br /> stiff. <br /> 4.5 _ 7.5 Brown fine sandy SILT (ML), moist, medium dense. <br /> 7.5 - 10.0 Brown fine to medium SAND (SW) , moist, medium <br /> dense. <br /> PT-4 0.0 - 3.0 Brown silty fine to medium SAND (SM), moist, <br /> medium dense. <br /> 3.0 - 6.0 Brown slightly silty medium to coarse SAND (SM) , <br /> moist, medium dense. <br /> 5.5 - 10.0 Brown silty fine to medium SAND (SM) , moist, <br /> medium dense. <br /> r <br /> ort+�sa <br /> r <br /> � N <br /> f <br /> �sSOC.• <br />