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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> GROUP <br /> MAJOR DIVISIONS G SYMBOL GROUPNAME <br /> GRAVEL CiW Welt-Graded GRAVEL <br /> WITH <br /> 5%FINES I GP 't _..._._._..__._ Poorly-(Traded(TRAVEL <br /> GRAVEL <br /> I GRAVEL GVt`.(iM 1YeI1-CirOed GItAVR(.with silt <br /> WITH E3W-fi(i 11'c11-Grssd.eti GRAN'EL with clay � <br /> TiETSAtGEN <br /> Mora than 5t)/o 5 AND 15% GP-GM 1:'aarly-trraded.GRAV.)JE.with silt ; <br /> Of(:aerie Traction FINES <br /> COARSE Retained on _---- I Oil'-tJ � Poorly-Graded GRAVEL with clay 3 <br /> GRAINEDNa.�Sieve. GRAVEL � GM. Silty(TRAVEL <br /> SOILS WITH 1.5% <br /> GC <br /> _ HINTS WITH <br /> _._ -....,... ___ Clayey GRAVIIL <br /> SAND SW Will-(Traded SANG <br /> ' --� - __..._. <br /> More than 50vo e�%F,(N'L?S' SP Poorly-Graded SAND <br /> Rctoincdl on SAID . . <br /> No.200 Sieve SAND SW-SM Welt-Oraded SAND with gilt ��- <br /> WIM sw' sC Well-Graded SAND with clay <br /> BETWEEN _.._._.. <br /> F More than 509% 5 AND 15% Sp—Sm. Poorly-Cirisdcd SAND with till <br /> ( Of Coarse Fraction FINES <br /> passes Sp-SC Poorly-Graded SAND with 4ty <br /> No,4 SiC1iC <br /> SAND SM Silty SAND <br /> TINpS Sc <br /> _. Clayey SAND <br /> j ML litatgssttie SlUr with low plasticity <br /> FINE — <br /> Liquid Limit CL Lean inorganic CLAY%with low plasticity <br /> GRAINED Less than 50 <br /> SOILS SILT AND l Organic SILT with low plasticity <br /> CLAY <br /> IH- astic inorg7mic SILT vvitlt snt►deratc to bigjt plasticity <br /> More than 501l0 LiEluid LllMit — <br /> Fasces 50 or score . •CH'<::.. .: Fat inorganic:CLAY with moderate to high plasticity s <br /> Net.200 Sieve Organic S114T or CLAY with moderate to high plitsticily <br /> HIGHLY ORGANIC SOILS `;� ',; '< PEAT <br /> NU MS: <br /> (1)Moil descriptions are bused on visual field and laboratory observations using the classil3catiQn methods destwribed in ASTM DD 2488. Where <br /> laboratory data are available,classif cations are in accwrdanoe veith.AS'I NI D-24$7. <br /> ('2)'Solid lines betwi:ett soil de"'oriptions'indicate a clousge in the interpreted geologic unit. Dashed liitesitlslieaie strtfigrnphic chsyMge wilhin the unit. <br /> f, <br /> l (3)Titres ntu material passing the UX No.200 Sieve. <br /> E <br /> f <br /> v <br /> Unified Soil Classification System (USCS) <br /> Ages Engineering, LLC <br /> I1.17.Itoa GIs Crescent Avenbe Residence <br /> I: i'uyalhip,WA.98371 4326 Cresrent Avenue <br /> Main 1253)Ras-7(Hiil .Everett,Washington <br /> e��Ysy.ag�ca�incering.coiu �� - <br /> sojccttoo.:A-152+t— t)ctubcf 2tl I l Figure A-1 <br /> 1' <br /> __ <br />