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T <br /> 0 <br /> co U.S. STANDARD SIEVE SIZE <br /> 03 2 ��rx ��4' c'o• �o. 43 <br /> . 43 <br /> . �o. ��o.• 4o. <br /> o- <br /> m 100 I I I I I II <br /> m <br /> o g° I 11 1 11 I <br /> ig <br /> u E. 80 <br /> a) o <br /> 070 <br /> v I I III D w <br /> �' 3 m 60 I I III <br /> Fit z 50 I I III I ._ <br /> I <br /> - I I II <br /> id,i0 <br /> m <br /> `i w30 <br /> d>m z a_ <br /> m m 20 - <br /> GI 0fn I I I III <br /> m o 0 Z 10 - <br /> 0 0 <br /> Z.' m N n 1000 100 10 1.0 0.1 0.01 0.001 <br /> o z <br /> ff; 2 GRAIN SIZE IN MILLIMETERS <br /> n Z <br /> 3p i 6 <br /> °° a r GRAVEL SAND <br /> COBBLES SILT OR CLAY <br /> z COARSE FINE COARSE MEDIUM FINE <br /> 0 <br /> 0 <br /> a 1U <br /> p U.S.C. EXPLORATION SAMPLE SOIL <br /> o A SYMBOL NUMBER DEPTH SOIL DESCRIPTION DISTRIBUTION <br /> m <br /> 1. <br /> c' Orange-brown, silty fine to medium sand Gravel =33% <br /> •SM TP-3 2.3 feet with gravel Sand =44% <br /> o coSilt/Clay=23% <br /> Z 1.4 <br /> o X <br /> 2014 NGA Project Folders\9108-14 Emerald Court Apartment Building Everett\Drafting\Sieve.dwg <br />