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Morgan Property- Prime Farmland- <br />Suitable Overburden Bench 1 substitute for Lift B <br />Soil Test <br />z 1 <br />z <br />3 ? <br />O = <br />O O <br />N 't 1 <br />F - <br />3 -4 0 <br />3 <br />7 <br />0 <br />rr <br />A <br />M <br />2 <br />V/ <br />T <br />N r <br />D <br />z <br />N <br />rn <br />0 <br />-1 <br />CO <br />C <br />O <br />Z <br />0 <br />C <br />:L <br />C <br />N <br />UNIFIED SOIL CLASSIFICATION <br />GRAVEL SAND <br />C0gELE9 co,nec n?c co,nu +H Oar n¦c <br />O t? U.S. STANDARD SIEVE SIZES <br />SILT AND CLAY <br /> <br />10 0 <br /> 10 <br />to <br />4Ia <br />Fr <br />G. ,. <br /> zo <br />Iw <br /> 30 <br />TO G,..,, <br /> 40 <br /> <br /> Lift B SO <br /> <br /> 17% <br />t <br />l <br /> ac <br />ua <br />course <br /> 6O <br /> fragment <br />40 <br /> 35% limit <br /> Ta <br />30 <br /> eo <br />zo <br /> 9C <br />10 <br /> <br />ceo ? to 1 ep , <br />, to at of <br />a? o <br />p? cot o <br />.ol a la <br />cct cope aoa <br />GRAIN SIZES IN MILLIMETERS <br />TEST HOLE DEPTH MOISTURE LABORATORY NUMBER <br />NO. (FEET) CONTENT <br />SS-3 0 to 3 feet 6.7 1717 <br />CLASSIFICATION Sandy clay (SC) <br />r9.1 <br />Z <br />-i <br />z <br />0 <br />w