36 BULLETIN 193, U. S. DEPARTMENT OF AGElCULTUKE. 



Ditch sizes and earthwork — Continued. 



Ditch Nos. 



DistrictNo.il- 

 Continued. 



65 



66 and 67.. 



68 



69 



70 



71 



72 



73 



74 



75 



76 



77 



78 



79 



80 and 81 . . 

 82 



83 



84 



85 



80 



87 



88 



89 



90 



Length, 



Feet. 

 4,000 

 9,000 



17,800 

 6,500 

 3,000 

 5,500 

 4,500 

 9,000 

 6,000 

 2,500 

 4,000 

 4,500 

 9,500 

 3,500 



10, 900 



11,000 

 6, 000 

 3,000 

 4,500 

 7,200 

 4,000 

 2,000 

 8,000 

 2,000 

 9,800 



10, 000 

 9,800 

 5,700 



13, 800 

 4,200 

 5,000 

 5,500 

 3,500 

 7,060 



11, 700 

 2,500 

 9,000 

 5,000 

 9,700 

 4,000 



10,700 

 7,500 



12, 000 

 8,500 

 6,700 



10,000 

 2,000 

 9,000 

 6,400 

 9,100 

 8,100 

 3,800 

 3,200 



10,400 

 3, OOOl 

 7,000 

 8,800 

 5, 700, 

 7,200 

 4,000 

 5,000 

 4,500 

 4,700 

 4,400 



10, 000 

 6,500 

 7,700 

 1,100 



12, 900 



11,800 



Width 



of hot- -,„pp„t 

 torn. ^Se cut. 



Feet. 

 4 

 2 

 2 



14 

 6 

 4 

 2 



14 

 8 

 6 

 2 



6 



Avcr- 



Feet. 

 7 



6 to 6 



6 to 7 

 10 

 7i 

 7 

 6.V 



7i to 9" 



6l to 7J 

 6,» 



6 to 61 

 6' 

 6 

 7 



6 to6J 



6 to 8' 



7 to7J 



7' 

 6^ 



6 to 6J 



6i 

 6" 



7 to 8 



6i 

 6" 



e\ to 7i 

 6' 



9 to 10 



6 to 9 

 8i to 9 



7 to 9 



6 



6i 



6 



6 to6J 



7' 



6 to6.V 



6J to 74 



6 to 6" 



7 



6 to 6' 



b" 



7 to 8?, 

 6i to 7* 



6 



7 to71- 



6 to6.> 

 6 



8 to 9 



Cm. yds. 



I 29,050 



32, 400 



93, 600 



101, 100 



\ 28,900 



j- 31,100 

 24, 050 



Exca- 

 vation. 



00, 150 



I 13,650 



51, 500 



51,000 

 79, 000 



60, 100 



I 21,400 



21,350 



I 24,350 



I 31,750 



I 31,250 

 13, 300 



79, 500 



60, 950 

 11,350 



7 to7i 

 6 to 64 



8 to8J 



8 

 71 to 8 

 6 to 7 

 6 to 7 



6, 

 6 to6i 

 6 to6| 



6 



6 

 8 to8| 

 6i to 7i 



6Vto8 

 6' to 6^ 



85,600 



13,450 

 I 19,550 



I 19,250 

 7,800 



75,000 

 76, 400 



Ditch Nos. 



Length. 



DistrietNo.il— 

 Continued. 



99 to 101, in- 

 clusive. . , 



102 



103 



104 



105 to 109, 

 inclusive 



113 to 117, 

 inclusive 



Main A. 



Main B. 



Mala C. 



Main D. 



Total. 



District No. 12: 

 1 



3 to 9, inclu- 

 sive 



10 



11 and 12.. 

 13 



14. 



15 to 17, in- 

 clusive. . 



19 to 27, in- 

 clusive . . 



Feet. 

 6,500 

 7,700 

 10, 500 

 16, 500 

 9,800 



16,600 

 7,000 

 5,200 

 5,000 

 6,500 

 4,500 



28, 320 

 3,500 

 7,000 



11,700 

 5,500 

 4,000 



13,400 

 9,000 

 6,000 



11,000 



25,000 



34, 000 



16, 000 



16, 500 



26, 000 



7,500 



3,800 



16,200 



28,900 



18,600 



1,000 



7,500 



4,500 



10, 200 



14, 200 



6,600 



4,500 



5,000 



21,500 



3,500 



4,000 



30,000 



4,800 

 3,200 

 3,000 

 7,600 



33,900 

 7,000 

 3,560 

 9,440 

 5,000 

 7,500 

 4,000 

 3,000 

 6,500 



20,000 



1,900 



12,300 



49,980 



Width 

 of ))0l- 



tom. 



Feet. 



Aver- 

 age cut. 



Exca- 

 vation. 



Feet. Cu. yds. 

 7 to7J\ 



to6i/ 



to 9 



to I 



to' 



>9 il 



'7 J 



33,400 



119.850 



6 to 64 

 6Jto7";i 



6 'I 



6 to6i 



8 



7 to 74 

 6 to 7 

 74 to 84 



7" 



6 to 7 



7 to 9 

 64 to 7 

 6 to 64 



6 to 64 

 124 to 134 

 13.4 to 15" 

 12' tol4 

 104 to 13 

 10 



9 to 94 



8 to 9 

 11 to 124 



84 to 9" 

 8 



6 to 74 



6 

 9 toll 



7 to 84 

 74 to 8" 

 7.4 to 84 

 6" to 7' 



9 toll 



8 to 84 

 74 to 84 

 6' to 8' 



6 

 8 to 9 

 74 to 84 



6' 



6 

 6.', 

 6" 

 6 

 64 

 6' 

 7 to 8 

 7 to7i 



6 to 7 



7i 



6 to 7 



6 to 64 



29,450 



28, 550 



8,900 



22, 400 



51,450 

 59,300 



61,200 



77, 350 



42,700 



•13,458,400 



2 607,250 



3194,950 



•1380,650 



8, 254, 250 



8,550 

 I 38,850 



GO, 300 

 I 24, 050 



16, 800 

 I 25, 950 



I 35, 500 



37, 600 

 I 31,300 



88, 350 



1 Taylors Bayou saves 75,000 cubic yards excavation maia A. 



2 Old ditch saves 148,000 cubic yards excavation main B. 



3 Old ditch saves 47,500 cubic yards excavation main C. 



* Taylors Bayou saves 48,800 cubic yards excavation main D. 



