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DEC-DEC.22.200'.-510�33W t4i.721 P.91 20 <br /> EhGEO <br /> INCORPORATED <br /> TEST PIT LOGS <br /> Test Pit Depth(Feet) Description <br /> Number <br /> TP-: 0- 2 Sandy CLAY (CL), light brown, medium stiff,dry,with organics <br /> and roots. <br /> 2 -8 Silty SAND (SM), light brown,medium dense, dry to moist, with <br /> roots from 2 to 5 feet- <br /> 8 - 9 <br /> eet8 - 9 Silty SAND(SM),mottled reddish brown and gray, medium dense, <br /> moist to wet,with mica flakes. <br /> 9 - 13 Silty SAND (SM), gray, medium dense,wet, with mica flakes. <br /> Bottom at 13 feet. <br /> Free groundwater encountered at 13 feet at time of excavation. Free <br /> groundwater measured at 8,5 feet prior to test pit backfill. <br /> TP-2 0-- 4 Silty SAND (SM), light brown, loose to medium dense, dry, with <br /> roots. <br /> 4- 8 Silty SAND (SM), light brown, medium dense,moist, test pit <br /> sidewmils cave into excavation. <br /> 8 -8.41 Silty SAND (SM),mottled reddish brown and gray, medium dense, <br /> wet. Caving sidewalls prevented deeper excavation. <br /> 6008.5.001.02 <br /> September 12, 2003 1 <br />