236 
Section 12. 
Trial Borings for Water, at New Bridge, near Snaith, in Site of 
Ancient Course of River Don, made in 1876 hy Goole 
Local Board, 
from: 
THICKNESS. SURrACE. 
X L. 
m. 
r t. 
m. 
JDXUVVLL YYaXp ••• ... ... «•> 
0 
U ... 
n 
0 
A 
KXlGj i-lOdiUiy VT OrlJ) ... .•• 
w ... 
Q 
o 
A 
u 
X G(X\j ^CUli LctilioU. at llciACL LllXL) ... ••• 
J- 
Q 
Q 
y 
A 
u 
Wliitish. Sandy Loam ... ... ... 
\ 
A 
U 
A 
Brown TV^arpy Clay ... 
0 
33 
g 
Brown Sandy W^arp ... ... 
0 
40 
(J 
Brown Alluvial Earth, with Pebbles 
(5 
4G 
0 
Gravel containing worn pebbles of Sandstone ) 
and Chert, and Flat Fragments of Mag- > 
nesian Limestone ... ... ) 
5 
0 
51 
0 
Coarse reddish-brown Sand 
5 
0 
56 
0 
Light green Marl 
1 
0 
57 
0 
Red Marly Sandstone 
28 
0 
80 
0 
Coarse Red Sandstone 
7 
0 
87 
0 
Red Marly Sand 
43 
0 
130 
0 
Red Sand, with Green Marl 
3 
0 
133 
0 
Red Marly Sand 
37 
0 
170 
0 
Blue Marl 
3 
0 
173 
0 
Red Marl 
2 
0 
175 
0 
Red Marly Sand ... 
88 
0 
263 
0 
Variegated Marl ... 
2 
0 
265 
0 
Red Marly Sand ... 
44 
0 
309 
0 
Coarse Red Sand ... 
20 
0 
329 
0 
Red Marly Sand ... 
48 
0 
377 
0 
Variegated Marl ... 
2 
0 
379 
0 
Red Marly Sand ... 
24 
0 
403 
0 
Variegated Marl ... 
1 
0 
404 
0 
Red Marly Sand ... 
to 
600 0 
Particulars given, and samples shown me, by Mr. Tudor, Surveyor, Goole. 
