Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-07-31
Ind side slopes 1 to 1.

N~--NA
LATERAL NO. OF DIVISION A.
Construct ditch to. be known as
Lateral No. 5, Div. A, the center Line
OF which ditch is described as fol
lows: Commence at a point ON lat
eral ditch No. l of said Div. A
rods north of the north line of Sec.
"a, Twp. p N, R. E., thence RIM
east parallel to the north line of said
section 81, $500 feet, said ditch to
have an average depth of 6 feet. a
bottom width of feet and side
slopes 1 to /.
LATERAL NO. OF DIVISION A
Construct a ditch to be known as
Lateral No. 6, Div. A, the center line
OF said ditch being described as fol-
lows: Commence at point rods
west Of the center of section %.
Twp. p N, r. E., thence run south
parallel to the Il line of said section
1920 feet, thence east 1900 feet, said
ditch to have an average depth OF
6 feet, bottom width of feet. and
side slopes l to 1.
LATERAL NO. 4 OF DIVISION B.
Construct ditch to be known as
Lateral ditch No. 4, Div. B, the cen
ter line of which ditch is described
as follows: Commence at point 3
rods south of the NE corner of the
NWA of the NEA of Sec. 20, Twp.
Il N, R. 4 E., thence east parallel
to the north line of sections 20 and
p in same Twp. and range 1860 feet.
Said ditch to have an average depth
OF feet, bottom width of 8 feet,
and side slopes l to l.
LATERAL NO 5 OF DIVISION B.
Deepen and enlarge Div. B from the
junction with Div. A in the M of
the NWA of section IS, Twp. 20 N.
R. E., to point where said ditch
crosses the north line of section q,
Twp. p N, R. E. The re-construc;
ed ditch to have an average depth
of s feet, bottom width of II feet
from it's junction to station Ga and
bottom width of feet from Station
81 to the N. line of said Sec. q,
and side slopes l to 1.
LATERAL NO. 1 OF DIVISION A.
Extend lateral No. 1, Div A from
its present upper terminus north 1900
feet to a point 8 rods south of the
south Is line of section &c. Twp. 21
N, R. E., said extension to have
an average depth of feet, a bottom
[idth of feet and side slopes l to
l.
LATERAL NO. Z OF DIVISION A.
Construct a ditch to be known as
Lateral No. Div. A, the center line
Of which ditch is, described as fol-
lows: Commence at point ON lat
eral ditch No. 1 of Div A, rods
north of the north line Of lot 8,
Sec. 4, Twp. 20 N, R. E., thence
run east about 5000 feet, to a point
due south of the southwest corner of
Sec. "a, Twp. q N, R. 4 E., thence
north about 5000 feet to lateral ditch
No. 1 A, thence NE along lateral ditcf
No. A, to the east and west "a line
of said section "a, thence east along
said quarter line of Sec. "a, $500 fee
said ditch to have am average depth
of feet, a bottom width of 6 feet
and side slopes 1 to 1.
LATERAL NO. 1 OF DIVISION A
Deepen and enlarge Lateral
Number /, Division A, from
it's junction with hte main Gran
berry Creek Drain to a point rods
north of the north line of lot 8, of
Sec. 5, Twp. 20 N, R. E., a dist
ance of about 1900 feet, the recon
structed ditch to have am average
depth of feet, a bottom width OF
feet and side slopes l to 1.
LATERAL NO. 8 OF DIVISION A.
Construct ditch to be known as
lateral ditch No. 8 of Div. A, the cen,
ter of said ditch being described
as follows: Commencing at a point
on lateral ditch No. 2 of Div. A, 8
rods west of the north and south IA
line CT section %, Twp II NJ, R. 4
E., thence run north parallel to the
said Il line 200 feet said ditch to
have an average depth of feet, a
bottom width of 6 feet and side
slopes l to 1.
LATERAL NO. 2 OF DIVISION A.
Deepen and enlarge lateral NO. 2
of Div. A, it's entire length, the re-
constructed ditch to have an average
depth of feet, a bottom width OF
feet and side slopes L 70 1.
MAIN CRANBERRY CREEK DRAIN.
Extend the Main Cranberry Creek
Drain, from its present upper termin-
us, north to the N. line of section
%, Twp. q n, R. 4 E.. Said extern
sion TO have an average depth of
Ee6L, DOGIoln "iulh Vi Aeel, dlhu
side slopes 1 to 1.
LATERAL NO. 9 DIVISION A.
Construct a ditch to be known as
Lateral Ditch No. 9 of Div A, the
center line of which ditch is describ-
ed as follows Commencing at a point
on the Main Cranberry Greek Drain
where same crosses the east and west
quarter line of section g.. Twp. q
N, r. E., thence run east on the
same Il line, $3.50 feet, said ditch to
have an average depth of feet and
a bottom width of 6 feet, and side
slopes 1 to 1.
LATERAL NO. 10 DIVISION A.
Construct a ditch to be known as
lateral No. 10 of Div A, the center