The Wichita city eagle. [volume] (Wichita, Kan.) 1872-1883, 1876-10-19

school distritt bonds, for the paymen
of which receipts had been taken by
the County Treasurer and properly
credited in the ledger accounts will
the several funds.
An appeal of school district No. los
was taken up, and after full hearing
of the case on motion the appeal was
rejected.
An appeal of school district No. 69
was taken up, and after full hearing
of the case on motion the appeal was
rejected.
The official bond of l.. n. Woodcock
County Treasurer, on motion was APP
proved.
On motion tho County Clerk was
ordered to notify the owners of the
Wichita Water Mills TO make the
bridge and approaches thereto across
Chisholm creek, on section line be.
tween sections Is and %, town 81,
range east, safe and practicable for
the public travel.
The following report was received
and approved by the Board:
To the Honorable County Commits.
sioRers of Sedgwick County, Kan.
Sos:
In obedience to an appointment
from your honorable body, on Thurs.
day, the 14th day Of September, 1876
| proceeded to the established corner
of townships % and 20, south, and
ranges and west of the sixth prin-
cipal meridian, as shown me by III. L.
Jackson, Esq, County Surveyor, from
which | run, in accordance with the
field notes of the Surveyor General OF
the State. north between section 81
range west and section Sc, range
west. Variation II degrees and 81
minutes east. Forty chains from
starting point set post for temporary
quarter section corner. At 45.4a
chains intersected the Minnesota river
running east at this point, but general
direction being southeast. At 4S.10
chains leave the river. AT 1917 chains
intersected east and west line at 22s
links west of corner of sections so and
81, range west and sections 80 and
Sc, range west. the original pits be-
ing plainly visible at said corner
From this error in the notes it is evil
dent that the township line had been
corrected back. Taking this correc-
ton ] find the true line to be run on a
variation of 10 degrees east. From
this corner run north between Sec
lions % and 80 at variation of 10 de-
grees east. At 40 chains set post for
% and 80; north between sections 10
and 24 at the same variation; 40 chains
set post for temporary quarter section
corner; so chains set post for tempo
rary corner to sections -, IS, 10, "a;
north between sections 13 and IS at
same variation; 40 chains set post for
temporary quarter section corner; so
chains set post for temporary corner
to sections Z, II, IS, Is; north between
sections Z and II at same variations; 40
set post for temporary quarter corner;
so chains set post for temporary cor
ner to sections l, 6, z, II; north be-
tween sections and at same varia-
ton; 40 chains set post for temporary
quarter corner; 1908 intersected north
boundary of township at corner of
sections l and 6, as shown me by III.
l.. Jackson, from which, running
south, variation 10 degrees east, sc 60
chains set post for quarter section
corner, erected mound and dug pits;
1920 chains set post 2x3 inches in di-
ameter and 4 feet long, in mound of
earth and pits with same for corner to
sections and 6. Land level, soil
good with grass. South between Sec
tions and IL at some variation; $3.50
set post 2x3 inches in diameter, feet
long, in mound Of earth, pits with
same for quarter section corner,
marked as per instructions; 1920
chains set post 2x5 inches in diameter,
4 feet long, in mound of earth, pits
with same, for the corner sections z,
IL, 10, IS; south between sections 10
and Is at same variation, 1867 chains,
set post SKIS inches in diameter, feet
long, in mound of earth, with pits for
quarter section corner; 1920 chains
set post 2x3 inches in diameter, feet
long, in mound of earth, pits with
same for corner to sections Is, Is, 10,
"a; south between sections 10 and "a
at same variation, 1850 set post 2x3
feet long, in mound of
earth, pits with same for quarter Sec
ton corner; 1920 set post 2x3 inches
in diameter, feet long, in mound of
earth, pits with same for corner to i
sections 10, "a, 25, 80; south between
sections % and 80 at same variation.
$3.50 chains set post 2x3 inches in di-
feet long, in mound of earth,
with pits for quarter section corner;
1920 chains set post for corner to Sec
ions %, 80, 81, Sc, four feet long, 2x3
inches in diameter, in mound of earth,
with pits; south between sections 81
md &c at same variation, 1880 chains
let post 2x3 inches in diameter. in
Mound of earth, pits with same tor
,orner to quarter section; 1920 chains
ntersected south boundary of town
hip at post corner of sections 81 and
6. Z. l.. NIXON.
Ii. L. JACKSON, County Surveyor.
On motion the County Clerk was
rdered to correct and complete road
ecord "A" from and after the COM
of his official term of office
S County Clerk.
On motion the County Clerk was