EASTERN DIVISION OF TOPOGRAPHY 
H. M. Wilson, Geographer in charge. 
ALABAMA. 
PRIMARY TRAVERSE. 
SHELBY COUNTY. 
COALVILLE QUADRANGLE. 
In June, 1906, C. B. Kendall, field assistant, ran a line of primary 
traverse across the southern border of this quadrangle from Long- 
view to Teague bridge over Yellow Leaf Creek, connecting with 
points on the United States standard datum previously located by 
primary traverse. 
Magnetic declination, 2° 51' 38" cast. 
Geographic position* along Louisvillt and Nashville Railroad near Longview. 
Station. 
Latitude. 
Longitude. 
Longview, at southwest corner of company's store, iron post stamped 
"Prim. Trav. St i. \<>. 28, 1906" 
33 1 1 51 i. 9 
:VA 12 21.0 
33 12 47.3 
:y.\ L3 01.9 
o / // 
80 46 46.0 
Longview, public-road crossing 0.5 mile north of, center of track 
s tginaw station, public-road crossing 0.5 mile south of, center of t res- 
tie 
86 46 59.8 
86 47 22.6 
86 47 57. 5 
Geographic positions along highways. 
Stal ion. 
Saginaw, mail box at four corners 0. 5 mile northwest of 
Saginaw, about 1 mile north of, second-class road fork to south 
Forks 
Pine stump at east side of road at top of small ridge 
Second-class forks to north at bend of main road to east 
Forks at rail fence, 150 feet west of bridge over small stream, public 
road to west, second-class road to north uphill 
Second-class north-south road 
Forks of road 300 feet east of house, roads east, to northeast 
Four corners at vacant dwelling, public road northVest and southeast 
Four corners, public and second-class crossroads 
Section-line crossing ( '.') 
Yellow Leaf Creek, center of bridge over small branch of 
Forks of roa'd 0.75 mile southwest of box and 20 feet north of signboa rd 
' ' Calera 14 miles " 
Public roads northeast, north, and southwest 
Calvary Baptist Church, forks o 5 mile east of", public road to south... 
Section corner (number not obtained) 
2 
Latitude. 
Longitude. 
o 
, 
„ 

, 
„ 
33 
13 
14. 3 
86 
48 
20. 7 
33 
13 
20.8 
86 
47 
43.1 
33 
14 
52. 1 
86 
46 
41.7 
33 
15 
41.6 
86 
45 
31.3 
33 
16 
04.7 
86 
44 
46.0 
33 
16 
10.1 
86 
44 
04. 3 
33 
16 
02.4 
86 
!:; 
31. 8 
33 
16 
03.4 
86 
42 
51.3 
33 
16 
10.2 
86 
42 
28.7 
33 
16 
18.8 
86 
42 
07.5 
33 
ID 
28. 5 
86 
41 
52. 2 
33 
16 
46. 1 
86 
41 
30. 2 
33 
17 
00. 3 
86 
41 
12.8 
33 
17 
02. 9 
86 
41 
03.0 
33 
17 
02. 9 
86 
40 
no. o 
33 
17 
00.7 
86 
10 
29. 1 
