Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-09-25

l4IS VI Sdlu sec =, Zb4U teeC. Said
Itch TO have an average depth of
fest, a bottom width Of feet, and
side slopes 1 to 1.
LATERAL NO. / OF DIVISION A.
Construct a ditch to be known as
Lateral No. /, Div. A, the center OF
which ditch is described as follows.
Commencing at a point on the main
Cranberry Creek Drain, where same
crosses the north Is line of section
80, Twp. p N. R. 4 E, thence run
east along said Is line 1860 feet.
Said ditch to have an average depth
Of feet, a bottom width of feet.
and side slopes 1 to l.
LATERAL NO. OF DIVISION A.
Construct a 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, 8
rods north of the north line of Sec
"a, Twp. p N, R. E, thence run
east parallel to the north line of said
section "a, $500 feet, said ditch to
have an average depth of feet, a
bottom width Of feet and side
slopes l to l.
LATERAL NO. 6 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 a point rods
west of the center of section %,
Twp. q 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 O
6 feet, a bottom width of feet, and
side slopes 1 to 1.
LATERAL NO. OF DIVISION B.
Construct a ditch to be known as
Lateral ditch No. 4, Div. B, the cen
ter line of which ditch is described
as fellows Commence at a point 3
rods south of the NE corner of the
NWA of the NE4 of Sec. 20, Twp
81 ~, R. 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
If 8 feet, a bottom width of s feet
md side slopes 1 to l.
LATERAL NO. OF DIVISION B
Deepen and enlarge Div. B from the
junction with Div. A in the NJ O
the NWH of section IS, Twp. 20 n.
r. E., to a point where said Gitcl
crosses the north line of section q
Twp. q N, R. 4 E. The re-construc
ed ditch to have an average deptl
Of feet, a bottom width of IL fee
from it's junction to station GA and I
bottom width of 8 feet from Station
"A to the N. line Of said Sec. q
and side slopes 1 to 1.
LATERAL NO. 1 OF DIVISION A
Extend lateral No. 1, Div. A from
it's present upper terminus north 100
feet to a point 3 rods south of the
south Is line of section 26 Twp. q
N, R. 4 E., said extension to have
IN average depth of 6 feet, a bottom
..lth OF feet and side slopes 1 tC
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 a point on lat
eral ditch No of Div. A, 3 rods
north of the north line OF lot 6
Sec. 4, Twp. 20 N, R. 4 E., thence
run east about 5000 feet, TO a point
Iue south of the southwest corner Of
Sec. "a, Twp q n, R. 4 F., thence
forth about 5000 feet to lateral ditch
No. 1 A, thence NE along lateral ditcl
No. A, to the east and west a line
If said section 81, thence east a'Ong
said quarter line of Sec. "a, $500 fee
said ditch to have an average depth
if 6 feet, a bottom width Of feet
ind side slopes l to 1.
4ATERAL NO. 1 OF DIVISION A.
Deepen and enlarge Lateral
lumber /, Division A, from
Is junction with hte main Gran
berry Creek Drain to a point rods
forth of the north line of lot 8, Of
Sec. ), Twp. 20 n, R. 4 E., a dist
ance of about $500 feet, the re con
structed ditch to have an average
depth of 6 fest, a bottom wid5h o.
) fe and side slopes l to 1.
LATERAL NO OF DIVISION A.
Construct a ditch to be known as
lateral ditch No. of Div. A, the cen
ter of said ditch being described
as follows: Commencing at q poin.
on lateral ditch No. Of Div A, 3
.ods west of the north and south Il
line of section p, Twp. q N, R. 4
e., thence run north parallel to the
said 4 line 27O0 feet said ditch to
nave an average depth of Z feet, a
bottom width Of feet and side
slopes 1 to 1.
LATERAL NO. 2 OF DIVISION A.
Deepen and enlarge lateral NO. 2
Of Div A, its entire length, the re-
constructed ditch to have AN average
depth Of feet, bottom width Of
) feet and side slopes / to 1.
MAIN CRANBERRY CREEK DRAIN.
Extend the Main Cranberry Greek
Drain, from it's present upper termin-
us, north to the n line of section
%, Twp. p n, RIA E. Said extern
sion to have an average depth Of s
feet, a bottom width of 8 feet, and
side slopes l to l.
LATERAL NO. 9 DIVISION A.
Construct a ditch to be known as
Lateral Ditch No. Of Div. A, the
I,