Trigonometrical Survey. 525 
remark, that it has not been thought necessary to reduce the dis- 
tance between the station on Westwell Down, and the new station 
on Tenterden Steeple, to that between the former r and the old point 
at Tenterden, from the trifling difference of those distances. 
During the operation of this year, the instrument was also taken 
to the following stations, viz. 
Bidenden Steeple, 
Hartridge, 
Warehorn Steeple^ 
Stone Crouch, 
Iden Steeple. 
To determine the distances between these objects, and the stations 
from whence they were observed, we have the following triangles. 
No. 
Triangles. 
Observed 
angles. 
Distances of the stations from 
the intersected objects. 
88 
Goud hurst 
Tenterden 
Bidenden Steeple 
l8 l6 4 
40 0 12 
j Bidenden Steeple | 
Feet. 
41100 
20040 
89 
Goudhurst 
Tenterden 
Hartridge 
27 21 34 
13 14 13 
J Hartridge j 
19134 
3 8 4°4 
' 9 0 
Allington Knoll 
Lydd 
Stone Crouch 
44, 16 25 
73 7 5 ° 
j Stone Crouch j 
51569 
37627 
9 1 
Allington Knoll 
Stone Crouch 
Warehorn. 
13 5 1 
17 18 22 
| Warehorn - | 
28100 
25690 
S Y * 
