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G) <br />M <br />0 <br />W <br />M <br />Z <br />O <br />< <br />� <br />M <br />N <br />M <br />r' <br />Cn X <br />ZT X <br />N <br />N <br />5 ' 2 <br />fD <br />o r <br />73 m <br />� <br />r« <br />X <br />� <br />N <br />'r1 <br />OA <br />L <br />N <br />O <br />� <br />N <br />I— 100 <br />x <br />cs <br />90 <br />r <br />m <br />a 80 <br />Z <br />to <br />Q 70 <br />iZ <br />F— <br />w 60 <br />CU <br />a_ 50 <br />40 <br />30 <br />20 <br />10 <br />1000 <br />100 10 1 0.1 <br />GRAIN SIZE IN MILLIMETERS <br />0.01 0.0011 <br />GRAVEL I SAND <br />COBBLES SILT OR CLAY <br />COARSE FINE COARSE MEDIUM FINE <br />Symbol <br />Boring Number <br />Depth <br />feet <br />Moisture <br />% <br />Soil Description <br />® <br />B-6 <br />2.5 <br />8 <br />Silty fine to medium sand with occasional gravel (SM) <br />❑ <br />B-7 <br />2.5 <br />8 <br />Silty fine to medium sand with gravel ISM) <br />B-8 <br />2.5 <br />8 <br />Silty fine to medium sand with occasional gravel (SM) <br />Q <br />2.5 <br />8 <br />Silty fine to medium sand with occasional gravel (SM) <br />``�Note: This report may not be reproduced, except in full, without written approval of GeoEngineers. Inc. Test results are applicable only to the specific sample on which they were <br />performed, and should not be interpreted as representative of any other samples obtained at othertimes, depths or locations, or generated by separate operations or processes. <br />AA S H O The grain size analysis results were obtained in general accordance with ASTM C 136. GeoEngineers 17425 NE Union Hill Road Ste 250, Redmond, WA 98052 <br />