CYPRESS CREEK DRAINAGE DISTRICT, ARKANSAS. 
Table of cost — Continued. 
19 
Length. 
Right of way. 
Clearing channel. 
Excavation. 
Total 
cost. 
Ditch No. 
Feet, 
Miles. 
Acres. 
Cost, 
Miles. 
Cost. 
Cubic 
yards. 
Cost. 
36 
24,900 
24,900 
20, 900 
21,000 
18, 500 
14,400 
13, 300 
194, 800 
22, 400 
13, 200 
5,300 
6,600 
5,300 
6,600 
10, 600 
15,300 
7,900 
6,600 
12,900 
8,100 
5,800 
8,200 
5,300 
7,2C0 
4, 400 
14, 700 
17, 800 
4,700 
7,800 
8,900 
44, 900 
54, 100 
19, 600 
10, 200 
14, 500 
3,920 
16, 000 
18,000 
35,400 
45, 500 
74,500 
20,900 
17,300 
25, 000 
25, 500 
212,270 
4.72 
4.72 
3.96 
3.98 
3.50 
2.73 
2.52 
36.89 
4.24 
2.50 
1.00 
1.25 
1.00 
1.25 
2.01 
2.90 
1.50 
1.25 
2.44 
1.53 
1.10 
1.55 
1.00 
1.30 
.83 
2.78 
3.37 
.89 
1.48 
1.68 
8.50 
10.25 
3.71 
1.93 
2.75 
.74 
3.03 
3.41 
6.70 
8.62 
14.11 
3.96 
3.28 
4.74 
4.83 
40.20 
57 
57 
48 
48 
42 
33 
V 30 
1,500 
$1,140 
1,140 
960 
960 
840 
660 
600 
30, 000 
140,300 
128, 400 
105, 100 
107, 300 
94, 7C0 
76, 800 
70, 400 
i 7, 272, 200 
104, 600 
69, 100 
28,300 
37,9C0 
38,300 
35, 200 
56, 600 
82,500 
42, 200 
34, 700 
66, 900 
44, 400 
31,600 
42,800 
28, 800 
36, 900 
23,900 
72, 400 
64, 200 
25, 1C0 
41, 700 
38, 800 
205, 600 
207, 200 
94, 1C0 
49,900 
78,900 
21, 800 
88, 600 
97, 600 
187, 900 
278, 800 
237, 000 
124, 300 
113,700 
180, 100 
143, 700 
4 3,137,500 
$11,224 
10, 272 
8,408 
8,584 
7,576 
6,144 
5,632 
586, 485 
8,368 
5,528 
2,264 
3,032 
2,264 
2,816 
4,528 
6,600 
3,376 
2,776 
5,352 
3,552 
2,528 
3,424 
2,304 
2,952 
1,912 
5,792 
5,136 
2,008 
3,336 
3,104 
16, 448 
16,576 
7,528 
3,992 
6,312 
1,744 
7,088 
7,808 
15,032 
22,304 
18,960 
9,944 
9,096 
14, 408 
11,496 
217,376 
$12,364 
37 
11,412 
38... 
9,368 
39 
9,544 
40 
S,416 
41 
6, 804 
42... 
6,232 
43... 
0.53 
$530 
2 623,615 
44 
8,368 
45 
5,528 
46 
12 
15 
12 
15 
23 
34 
19 
15 
29 
19 
13 
18 
12 
16 
240 
300 
240 
300 
460 
680 
380 
300 
580 
380 
260 
360 
240 
320 
2,504 
47 
3,332 
48. . . 
2,504 
3,116 
49 
50... 
4,988 
7,280 
3,756 
51... 
52 
53 
3,076 
5,932 
54. 
55 
3,932 
2,788 
56... 
57 
3,784 
58 
2,544 
59 
3,272 
60... 
1,912 
61... 
33 
21 
11 
18 
16 
80 
69 
44 
23 
30 
9 
35 
40 
75 
90 
84 
48 
40 
55 
63 
735 
660 
420 
220 
360 
320 
1,600 
1,380 
880 
460 
600 
180 
700 
800 
1,500 
1,800 
1,680 
900 
800 
1,100 
1,200 
14, 700 
6,452 
6,936 
• 2,228 
3,696 
3,424 
6? 
1.38 
1,380 
63 
64 
65 
66 
18, 048 
23, 666 
8,408 
4,452 
67 
5.71 
5,710 
68 
69 
70 
0,912 
1,924 
71 
72 
7,788 
73 
8, 608 
74 
16, 532 
24, 104 
75 
76 
6.91 
6,910 
27, 550 
10,904 
9,896 
15, 508 
12, 756 
78 
79 
80 
81 
3 17. 67 
14,530 
246,614 
Total.. 
2, 226, 730 
421. 72 
6,279 
125, 580 
83.75 
130, 870 
22, 600, 700 
1, 825, 874 
2, 102, 374 
Cost of construction, as above $2, 102, 374 
Contingencies, estimates 5 per cent 105, 119 
Total cost 2, 207, 493 
Number of acres benefited, 294,784. 
Average cost per acre, $7.49. 
1 Includes 470,900 cubic yards of deep excavation, at 9 cents p?r cubic yard. 
a Includes concrete drop, sec. 31, T. 10 S., R. 2 W., §5,600, and earth dam in Cypress Creek, sec. 31, T. 9 S., 
R. 2 W.,. $1,000. 
3 Includes 6.28 miles light clearing, at $500 per mile. 
4 Includes 53,200 cubic yards team work, at 20 cents per cubic yard. 
MAINTENANCE. 
All drainage channels eventually require attention if they are to 
maintain their maximum efficiency. The ditches should all be exam- 
ined at least once every year, preferably just before the rainy season, 
and all stumps, logs, brush, and other debris which obstruct the 
channel and retard the flow of water should be removed. No fences, 
fish traps, or piling should be permitted in the channels. The actual 
