282 
Drainage of Land. 
HixxwoKTH Dk.vixage. — Rkcord 
1 
2 
3 
4 
5 
6 
7 
8 
9 
Baro- 
Part Occasional 
SIETER. 
Occasional Drainage. 
AND PART 
Wide Parallel 
to—" 7. 
Fields Nos. IS, 19, 20.- 
-46 Acres. Soil, lower Chalk 
Drainage. 
5 i-gs 
mixed with Chiy, Gravel, and Sand. Green Sand 
is found mixed with Gault Clay. Also Coprolites. 
Field No. 22. 13 .\cres. 
Very ivet before Drainins. 
Soil, same as last in 
part of 
field, re- 
mainder Gault anil 
1 
o 
S 
s 
?! 0 0 
to S 
.5 « a 
8 3 
Gravel mixed. 
Observations on Test Holes, 
being the depth of free soil 
Quantity of Water 
from Outlet No. 7, 
Quantity of Water 
from Outlet No. 9, 
which discharges the 
Drain Water from 
No. 22. Size of Pipe, 
5 inches. Conimeiicwl 
rumiing October 12. 
lies dec. 
0 -tJ *^ 
from surface of Land to 
surface of Water in the 
Holes which are sunk mid- 
way between the occasional 
Drains. Test Holes 6 feet 
deep. 
which discharges the 
Drain Water from 
18, 19, and 20. Size 
of Pijie, s inches. 
Commenced rutming 
October 1. 
c 
o 
Cm 
Higher Side. 
Lower Side. 
ly of the : 
S 
o 
s 
Distance fromlDistance from 
Drain to Drain Drain to Drain 
59 yds. Depth 57 yds. Depth 
of Drains ■ of Drains 
Per 
Minute. 
In 
i.Taiions. 
Per Acre. 
In Gallons 
{per diem.) 
Per 
Minute. 
In 
Gallons. 
Per Acre. 
In Gallons 
(per diem) 
o 
4 ft.ll in. 
4 ft. 4 in. 
1 
•005 
113 
4 
6 
1 
- 
16 
500 
2t 
200 
2 
•020 
452 
4 
6 
4 
2 
21 
660 
300 
•042 
950 
4 
6 
4 
2 
24 
750 
5 
400 
4 
•151 
3,416 
29 • 07 
4 
6 
4 
1 
29 
900 
141 
1,150 
5 
•IG2 
3,6G5 
4 
6 
4 
31 
980 
15} 
1,260 
6 
3U "09 
4 
5.-V 
4 
30 
9.30 
Hi 
900 
7 
30 '20 
4 
5 
4 
■ 0 
•31:7 
995 
' 4 
580 
8 
4 
5 
4 
1 
28i 
895 
5t 
420 
9 
• (IS") 
792 
4 
4.i 
4 
0 
29' 
910 
5 
400 
10 
-542 
12,261 
3 
5' 
0 
8 
62 
1,945 
45 
3,600 
11 
• 300 
6,787 
QQ . on 
3 
0 
2 
2 
57i 
1,800 
40 
3,200 
12 
•1C2 
3' 665 
2 
1 
1 
11 
53f 
1,680 
30* 
2,460 
13 
on . Qo 
2 
7 
2 
5 
55 
1,720 
1 ,800 
14 
3 
2 
11 
55 
1,720 
'\n 
1,020 
15 
OQ • (11 \ 
zy yu 
3 
6 
3 
3 
50 
1,560 
9 
720 
16 
•135 
3,054 
00 • on 
yu 
U 
10 
3 
8 
52i 
1,C40 
n 
780 
17 
QA • OA 
4 
4 
0 
5U 
1.605 
720 
18 
•005 
113 
•3A "in 
4 
2 
4 
0 
48 
1 , 500 
9 
720 
19 
•005 
113 
QA • 1 
oU 1 t 
4 
4 
1 
45 
1,395 
9 
720 
20 
29* 69 
4 
•J 
•J 
nh 
43f 
1,350 
9J 
780 
21 
•0G5 
1,470 
29 • 40 
4 
0 
3 
11 
50 
1,560 
161 
1,320 
22 
•120 
2,714 
29 ■ 69 
4 
\ 
3 
10 
52i 
1,640 
1,.380 
23 
•002 
1,402 
29* 2S 
4 
Oi 
3 
9 
53f 
1 ,680 
^^ 
1,440 
24 
■035 
792 
29-04 
4 
r 
3 
10 
1,640 
1 ,.320 
25 
•145 
3,280 
29-27 
4 
0 
3 
8 
61 
1,900 
37i 
3,000 
26 
•130 
2,y4u 
on • ra 
7 
3 
7 
62,V 
1,960 
45' 
3,600 
27 
•112 
2,534 
29 ■ 70 
7 
3 
57X 
1 , 800 
21 
1,680 
28 
29-79 
3 
9 
5 
56i 
1,770 
11 
880 
29 
29 '70 
3 
loi 
r, 
61 
5U 
1,595 
101 
840 
30 
29' 73 
1 4 
0' 
3 
9' 
45 
1,395 
9' 
720 
31 
•100 
2.262 
29-58 
4 
8 
47:V 
1,480 
9f 
780 
Total 
2^333 
52,775 
! Total quantity of Water per 
43,855 
39,090 
Acre discharged . . 
liemainder unaccounted for . . 
8,920 
13,685 
Total Rainfall 
52,775 
52,775 
