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x <br />100 <br />C7 <br />3 90 <br />m <br />0 80 <br />Z <br />a 70 <br />a <br />Z 60 <br />UJI <br />a 50 <br />G' <br />M <br />O <br />Z <br />00 <br />m ( <br />LA <br />M <br />< -� <br />M <br />(L <br />y <br />V1 <br />N <br />U) <br />< <br />O <br />C <br />3 <br />� <br />r. <br />N <br />TI <br />= <br />�Q <br />C <br />W <br />I' <br />40 <br />30 <br />20 <br />10 <br />0 <br />1000 <br />U.S. STANDARD SIEVE SIZE <br />100 10 1 0.1 <br />GRAIN SIZE IN MILLIMETERS <br />0.01 0.001 1 <br />COBBLES I GRAVEL I SAND I SILT OR CLAY <br />COARSE I FINE 1COARSE1 MEDIUM I FINE <br />Symbol <br />Boring Number <br />Depth <br />feet <br />Moisture <br />% <br />Soil Description <br />TP-3 <br />6 <br />27 <br />Lean clay (CL) <br />13 <br />TP-7 <br />4 <br />7 <br />Silty fine sand with gravel and cobbles (SM) <br />TP-13 <br />6.5 <br />11 <br />Silty fine to medium sand with occasional gravel (SM) <br />O <br />TP-16 <br />7 <br />13 <br />Silty fine sand with gravel and cobbles ISM) <br />ANote: 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 other times, depths or locations, or generated by separate operations or processes. <br />RASH ❑ The grain size analysis results were obtained in general accordance with ASTM D 6913. GeoEngineers 17425 NE Union Hill Road Ste 250. Redmond, WA 98052 <br />M <br />