DRAINAGE OF JEFFERSON COUNTY, TEXAS. 
Ditch sizes mid car (hiv or k—Couiinuad. 
37 
LriiL'th. 
Fat. 
6,000 
]0,9(«) 
8,(U)0 
■1.000 
{t 
, 080 
, 100 
, JOO 
, 000 
,000 
,500 
, 500 
,500 
, 500 
,000 
,000 
, 500 
, 500 
, 000 
, 501 
000 
SOO 
700 
200 
700 
900 
200 
700 
Width 
of bot- 
tom. 
Fed: 
10 

4 
2 
Avor- 
iiLio out. 
Fat. 
to 10' 
9 to 10 
G '. to Sh 
6 
6 to 6^ 
2 6 to 6i 
tY to 0: 
I 
2 6 
4i 6ito 7 
2 6 to 7 
4 6ito 7i 
2 8 
16 9i 
14 7ito 8 
12 
6' 7 
21 
7 
to 71 
6 
10 toll 
8 to y. 
8 to 9 
8 
7i 
7i 
6 to 6^ 
Sito 9i 
6Jto 7i 
6 
6 
7 to 7.^ 
7ito 8 
6 to 9 
7 to 7 
6 to 7i 
6 to 
7 
to 6| 
Exca- 
vation. 
Cu. yds. 
I 131,800 
502, 050 
86, 550 
16,350 
82, 250 
24, 200 
38, 250 
32,050 
33, 250 
180,600 
8,200 
2 535,650 
1,037,350 
70, 850 
11,350 
47, 550 
45, 600 
\ 31,550 
\ 20,550 
} 27,250 
118,250 
\ 16,950 
44,450 
25,600 
6 to 6.^ 
7 i 
6 to 6-3 
6 to 7 r 17,950 
6 to 6j!} 29,350 
7Ho 8 
7 I!- 80,900 
6i 
6 
Ditch Nos. 
District No. M— 
Continued. 
30 
31 and 32.. 
MainA. ... 
MainB 
MaiuC 
Total. 
District No. 15: 
1 to 7, in- 
clusive. . . . 
MainA 
Total. 
District No. 16: 
1 to 5, in- 
clusive. . . 
6 to 10, in- 
clusive. . . 
11. 
12 
13 and 14.. 
15 „ 
16 and 17.. 
18. 
MainA. 
Total. 
District No. 17: 
1 
2 to 6 inclu- 
sive 
7 
Total. 
District No. 18: 
1 
1 .01 
Fat. 
4,500 
3,500 
5,000 
5,000 
11,200 
25,000 
15,800 
3,600 
1 , 600 
7,000 
3,000 
2, 500 
5,000 
12,000 
5,800 
17,500 
4,500 
3,500 
5,000 
7,400 
32,300 
4,100 
3,900 
5,500 
55, 500 
20, 900 
7,100 
8,500 
29, 100 
8,800 
11,000 
6,000 
12,800 
13, 000 
15,000 
17, 500 
Width 
of bot- 
tom. 
Fed. 
10 
7 
■1 
2 
2 
■15 
25 
10 
8 
4 
2 
40 
18 
12 
2 
32 
16 
12 
1 Burrells rriilly saves 8,300 cubic yards excavation main A. 
2 Rodair Bayou saves 10,700 yards excavation main A. 
3 Alligator Bayou saves 136,650 yards excavation main A. 
Aver- 
age cu t. 
Fed. 
6 
6 
6 to 7 
to.', toll.', 
9 to 9'. 
8 to 8.', 
8 
7 
6 
10 
9 to 9?, 
8 to 8.', 
6 to 7i 
8.Uo 9i 
SAto 9 
8?. 
7 to 7.i 
6 to 71 
Exca- 
vation. 
6 to 6rl 
8Ho 9.1 
7=i-to 8 
6 to 8 
)Ho 
to 7^ 
7i 
to 7 
to 8.V 
6" 
to 7h 
7" 
to 6.', 
to6i 
8 to 8:' 
6.\ to 8' 
9 
to 7 
8i- to 9.^ 
7| to 8' 
6J- to 7 
6'- to 8 
6 to 7 
7J to 8} 
6.', to 8 
8|- to 9.' 
6.Jr to 8' 
Cu. yds. 
51,900 
30, 250 
•681,000 
185,050 
326, 850 
1,863,200 
57, 900 
45, 850 
103, 7.50 
253, 350 
72, 400 
37, 500 
29, 900 
42, 950 
16, 800 
20, 450 
434, 600 
72,850 
313, 150 
135, 200 
38, 000 
52, 750 
24,000 
563, 100 
51,200 
57, 850 
187, 500 
