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GRAVEL SAND SILT CLAY <br />Coarse Fine Coarse Medium Fine <br />U,S. STANDARD SIEVE SIZES <br />314',5/8" 3/8' #4 #10 #100 #200 <br />FII <br />UJ3 <br />cl <br />trulz <br />LL <br />FzulotIu(L <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />10 <br />0 <br />50 10 5 0.5 0.1 0.05 0.0r 0.005 0.001 0.0005 <br />GRAIN SIZE IN MILLIMETERS <br />SAMPLE DEPTH ( ft.)CLASSIFICATION OF SOIL- ASTM D2487 Group Syrnbol and Name %MC LL PL PI Gravel Sand <br />o/^ <br />Fines <br />a <br />I <br />BH.8 <br />BH-8 <br />D-J <br />s-4 <br />5_0 - 6.3 <br />7,5 - 9.0 <br />(CL) Very dark brffin, Sandy lean CLAY <br />(GW-GM) Very dark Grayish-bro|n, Well graded GMVEL with silt and sand <br />21 <br />5 <br />44 23 2'l <br />67.2 26.6 <br />50.3 <br />6.2 <br />tit <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I\tit <br />til <br />I <br />I <br />lil <br />lil <br />tit <br />tit <br />I <br />I <br />I <br />I <br />I <br />Ilft <br />I <br />Ir'tit <br />\\tit <br />Ifr <br />Iil <br />r <br />I <br />r--l <br />lil <br />EM Kittitas County Transfer Station <br />Geotechnical lnvestigation <br />Ellensburg, Washington <br />GEOSCIENCESINC rrclEsr'{ai 2022:-1-gB eraqBEi B-7 <br />HWAGRSZ 2022J88.GPJ 5/',1',1/23 <br />PARTICLE-SIZE ANALYSIS <br />OF SOILS <br />METHOD ASTM D691 3/D7928