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AIrInRe�Buflding Material�Testing& Consulting,Inc. <br /> Novembcr 3,2005 05�268 <br /> Appendix C. Field Exploration Data <br /> Ikpt6(R) USCS Soil Deacription Date E:cavated <br /> Te�t Pit 1 NF..30' hrom Ced�r Street,NW.43'trom exbtiog brildiog 10/25/OS <br /> 0.0-0.9 Ml. Light brown,sandy SiLT,medium densc,moist,some organic odor(A horimn), <br /> numerous roots to I inch in diametcr <br /> 0.9-6.0 CL Light grcy, lean CLAY,very stiff; moist,mottling evident(till) <br /> Tc�t Pit� NE.96' trom Cedar Street,(YW. 18' from e:lsling bolldieg �p/2s/ps <br /> 0.0-I.3 ML Orown,sandy SILT, loose to medium dense,wet,some regions of dark brown— <br /> black orgenic topsoil thet should be stripped <br /> I.3-5.0 CL Light grcy, Ican CLAY,stiff to very stit'f,wet to moist,(till) <br /> Teat Pit 3 NE. 102' from Cedrr Street,NW.60'from e:isting bulldieg 10/25lOS <br /> 0.0•1.3 OL Derk brown, snndy SILT, loosc,wet,(topsoil) <br /> 03-0.9 ML (hange-light brown,sandy SILT, mcdium denu to densc, moist <br /> 0.9-5.5 CL Light grey, lean CL.AY,very stiff, moist, mottling evident(till) <br /> ot : This invcstigation wes executed during ective clearing and stripping of the site;thercfore,observed soil <br /> luyer depths arc subject to chenge. <br /> Moleria4�Tc�ling and Consultiog,Ioc. Test Pits 1 & 2 Plate <br /> 777 Chrysler Drive Biringer Duilding <br /> Burlington, WA 98233 Everett, WA J <br /> C-I <br /> \�d�"' <br />