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GRAVEL SAND SILT CLAY <br />Coarse Fine Coarse Medium Fine <br />U.S. STANDARD SIEVE SIZES <br />#20 #40 #60 <br />GRAIN SIZE IN MILLIMETERS <br />#4 <br />10 5 <br />#10 <br />'100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />FII <br />ut <br />E <br />6 <br />E <br />uJz <br />TL <br />FzuoE <br />UJ(L <br />0.001 0.00050.1 0.05 0.01 0,005500.5 <br />'lII <br />\ <br />I <br />I <br />\ <br />\L <br />I <br />I <br />I <br />) <br />I.\ <br />I <br />L I <br />-I ---r <br />SAMPLE DEPTH (ft.)CLASSIFICATION OF SOIL- ASTM D2487 Group Synbol and Name %MC LL PL PI Gravel <br />o/^ <br />Sand <br />o/^ <br />Fins <br />o <br />T <br />A <br />BH-1 <br />BH.1 & BH.( <br />BH.2 <br />D-J <br />Bulk-1 <br />93 <br />5.0 - 6.5 <br />0.0 - 5.0 <br />5.0 - 6.5 <br />(SM) Oliv+gray, Silty SAND <br />(ML) Ollve brown, Sandy SILT <br />(CL) Very dark broiln, Sandy Lean CLAY <br />24 <br />33 <br />32 <br />36 <br />u <br />27 <br />24 <br />o <br />10 <br />8.8 <br />0.8 <br />52.6 <br />40.1 <br />38.5 <br />59.1 <br />54.1 <br />ITUEI <br />Kittitas County Transfer Station <br />Geotechnical I nvestigation <br />Ellensburg, Washington <br />PARTICLE-SIZE ANALYS IS <br />OF SOILS <br />METHOD ASTM D69131D7928 <br />GEOSCIENCES INC. pnoLecr r.ro.: 2022-'t88 FTGURE: B-3 <br />HWAGRSZ 2022-188.GPJ 5/11/23