Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-09-18


ditch to have an average depth of
feet, a bottom width of feet. and
side slopes 1 TO 1.
LATERAL NO. I OF OIVISION. A.
Construct ditch to be known as
Lateral No. 4, Div. A, the center of
which ditch is desert bed as follows.
Commencing at a point on the main
Cranberry Creek DRAIN where same
crosses the north Is line of section
So. Twp. u n, R. 4 E., thence run
east along said Is line 1850 feet.
Said ditch to have an average depth
Of feet, bottom width of 6 feet,
and side slopes 1 to l.
LATERAL NO. 3 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.
81, Twp. q n, R. 4 E., thence run
east parallel to the north line of said
section 81, $500 feet, said ditch to
have an average depth of feet, a
bottom width Of 6 feet and side
slopes 1 to /.
LATERAL NO. 6 OF DIVISION A.
Construct a ditch to be known as
I snt or n G -
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 rum south
parallel to the a 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 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 follows: Commence at a point 3
rods south of the NE corner of the
NW14 of the NEA of Sec. 20, Twp.
Il n, R. 4 E., thence east parallel
to the north line of sections 20 and
Il in same Twp. and range 1860 feet
Said ditch to have an average depth
of s feet, a bottom width of feet,
and side slopes / to l.
LATERAL NO. 5 OF DIVISION B.
| Deepen and enlarge Div B from the
| junction with Div. A in the Ne OF
the NW14 of section IS, Twp. 20 n.
| R. E., to a point where said ditch
crosses the north line of section 81
| Twp. q n, r. E. The re-construc
| ed ditch to have an average depth
of 8 feet, a bottom width of II feet
| from it's junction to station Ga and q
! bottom width Of feet from Sta ton
81 to the n. line of said Sec 81
and side slopes l to l.
| LATERAL NO. / OF DIVISION A
Extend lateral No. /, Div. A from
it's present upper terminus north 160t
| feet to a point 3 rods south of the
south Is line of section 26 Twp. q
~, r. E., said extension to have
an average depth of feet, a bottom
9th, of 6 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 a point on lat
eral ditch No. l Of Div. A, 3 rods
north of the north line of lot 8,
Sec. 4, Twp. 20 N, R. 4 E., thence
run east about 5000 feet, to a point
| due south of the southwest corner OF
| Sec. "a, Twp. 21 N, R. E., thence
forth about 1900 feet to lateral ditch
No. l A, thence NE along lateral ditcl
No. l A, to the east and west Il line
| of said section "a, thence east along
said quarter line of Sec. "a, $500 fee
said ditch to have an average depth
Of 6 feet, bottom width of feet
| and side slopes l to 1.
LATERAL NO. 1 OF DIVISION A.
Deepen and enlarge Lateral
| Number /, Division A, from
Us junction with hte main Gran
berry Creek Drain to a point rods
| North of the north line of lot s, of
| Sec. 5, Twp. 20 n, R. 4 E., a dist
Ince of about 1900 feet, the recon
5tructed ditch to have AN average
depth of 6 feet, a bottom width OF
J fe and side slopes 1 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 a point
on lateral ditch No. of Div. A,
| 'ods west of the north and south a
line Of section p, Twp. q N, R.
G., thence run north parallel to the
said a line 200 feet said ditch to
have an average depth of 7 feet, a
bottom width of feet and side
slopes 1 to 1.
LATERAL NO. 2 OF DIVISION A.
Deepen and enlarge lateral NO. 2
Jf Div. A, its entire length, the re-
constructed ditch to have an average
depth of feet, a bottom width of
5 feet and side slopes 1 to 1.
MAIN CRANBERRY CREEK DRAIN.
Extend the Main Cranberry Creek
Drain, from its present upper termin-
us, north to the n line of section
q, Twp. p N, R. E. Said extern
sion to have an average depth of 8
ieet, a bottom width of 8 feet, and
side slopes 1 to /.
LATERAL NO. 8 DIVISION A.
Construct a ditch to be known as
Lateral Ditch No. of DiE A, the
center line of which ditch is descr1b-