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rnorn <br />lV <br />U.S. STANDARD SIEVE SIZE <br />m <br />CD <br />a °° N°, ti°° <br />vt <br />p <br />��r�Q �Q' `a0' �O' �O' -O' -O' <br />CD <br />100 <br />90 <br />r <br />FD' CD <br />m <br />80 <br />m <br />r <br />70 <br />v 3 o <br />w <br />D <br />60 <br />m <br />z <br />50 <br />LL- <br />v - <br />z <br />I <br />w" o Z <br />40 <br />€ <br />=2 <br />z D <br />30 <br />>m <br />Ng <br />I <br />D <br />z <br />20 <br />f <br />z D� <br />U) <br />0 <br />O <br />m Z <br />10 <br />3 � D <br />"{ 0 <br />nm <br />Q <br />1000 100 10 1.0 0.1 0.01 0.001 <br />z Q <br />a z Z <br />GRAIN SIZE IN MILLIMETERS <br />o <br />>bo N n <br />a <br />a <br />a <br />o <br />o <br />m <br />N <br />0 <br />o <br />Z <br />GRAVEL <br />SAND <br />U.S.C. <br />EXPLORATION <br />SAMPLE <br />SOIL <br />SYMBOL <br />NUMBER <br />DEPTH <br />SOIL DESCRIPTION <br />DISTRIBUTION <br />Silty, fine sand with trace gravel <br />Gravel = 1% <br />•SM <br />TP-1 <br />7.5 feet <br />Sand = 75% <br />Silt/Clay = 24°/d <br />TiilRcompany\2020 NGA Project Folders\11656-20 Lyashenko S 2nd Avenue ADU Development EverettlDrattinglSievadwg <br />