»10 



! .Ml BEUM 



ANALYSES OF LIMESTONES OF 



M 



n 

 n 



in 



■i:. 

 913 

 214 

 815 

 916 

 917 

 918 

 919 

 ■0 

 •Ml 



MJ 



mi 



Mi 



MB 



Ml 

 •j-:: 

 Ml 

 HI 

 M ■ 

 Ml 



...» 

 Ml 

 Ml 

 I '.: 



941 



M 



STATt. 



. 





I'LACt 



HuinKul.lt. 





B*rb- 



rn Hi 



butler 



Chaw. 



. lo 



I "it y 



Falls. 







Short Creek 



Clay Center 



SUverdale 



ilas.. 



Arkansas City. 



Winfleld 



I 'amhrldga .. .. 

 Lawrence 



Elk Moline .. 



..lin Qn 



I. 



. JeUnoi 







W 



i 



Leavenworth... Lh 



i->rae. 







< 



5.27 



5.91 



1.91 



1.07 

 .81 

 and FeO . 



1.51 



1.93 



.% 

 1.06 



.17 . 



C.4 

 1.07 



2.55 

 .85 

 1.69 

 1.07 

 1.79 

 2.05 

 2.13 

 3.09 

 2.38 



ft FeO . 



.77 

 1.2 



1.18 



3.07 



2.08 



2.0S 



1.04 



■ 



o 



O 



O 

 u 



o 

 o 





.11 





94.1 



1.54 









1.1 









1.01 























94.69 



l.l 







81.91 











1.08 









1.6 









1 7.-. 









:8 









6.35 





60.04 



24.79 





a 50. 36 



6.56 



40.34 



76.16 



7.68 





<»4.C0 



.62 







93.98 



.94 







94.18 



1.16 







95.02 



.79 







88.54 



1.29 







93 49 



3.04 







92.71 



2.64 







94.71 



1.07 







91.21 



1.3 







93.61 



1.2 







93.3 



1.26 







90.63 



.84 







91.3 



.87 









2.66 







90.01 



1.66 







'.tn 



.12 







89.88 



1.11 









1.88 









1.16 









:! mi; 







H 





» a 



g 



- 



9 



o 



H 



H 



•< 



z 



* 



2.75 





2.63 





1.99 





3.79 





4.3 



.43 



.61 





1.85 





11.83 





5.04 





7.3 





8.57 





8 









9.57 







.78 



13.6 









3.34 





3.53 





2.29 





8.02 





.66 





1.18 







1.18 





3.82 





3.94 











4.81 



.08 



5.06 



.44 



10.93 





6.98 





8 





5.91 





G .2 



.04 



12.97 





17. i'.» 





aCaO 



