Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-09-11

E., thence run west along the north
line of said Sec. %, 2640 feet. Said
ditch to have an average depth of
Z feet, bottom width Of 6 feet, and
side slopes 1 to 1.
LATERAL NO. 1 OF DIVISION A.
Construct a ditch to be known as
Lateral No. 4, 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. u N, R 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 1.
LATERAL NO. 5 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, 5
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 6 feet, a
bottom width of 6 feet and side
slopes 1 to l.
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 a point rods
west of the center of section %,
Twp. p N, R. 4 E, thence run south
parallel to the a line of said section
1920 feet, thence east 1900 feet, said
ditch to have an average depth Of
S feet, bottom width of feet, and
side slopes 1 to l.
LATERAL NO. 4 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
| ttS AOA1Ch0' SOl1IlllS1ICt DIT q pOlut
rods south of the NE corner of the
| NWA of the NE14 of Sec 20, Twp
FL N, R. 4 E., thence east parallel
to the north line Of sect ons 20 and
y in same Twp. and range 1860 feet.
Said ditch to have an average depth
of s feet, bottom width of s feet,
and side slopes 1 to l.
LATERAL NO. 5 OF DIVISION B.
Deepen and enlarge Div. B from the
junction with Div. A in the NJ of
the NWA of section Is, Twp. 20 n,
R. 4 E., to a point where said ditch
crosses the north line Of section 81,
Twp. II ~, r. 4 E. The re-construc.
ed ditch to have AN average depth
of feet, a bottom width of u feet
from it's junction to station "a and a
bottom width of feet from Station
"a to the n line of said Sec. 81
and side slopes 1 to I.
LATERAL NO. OF DIVISION A.
Extend lateral No. 1, Div. A from
its present upper terminus north 1906
feet to a point rods. south of the
south Is line of section 26 Twp. q
N, r. 4 E., said extension to have
an average depth of 6 feet, bottom
width Of 6 feet and side slopes 1 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. 1 of Div. A, 3 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. E., thence
north about 5000 feet to lateral ditch
No. A, thence NE along lateral ditcl
No. 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 feet, a bottom width of feet
and side slopes l to l.
LATERAL NO. l OF DIVISION A.
Deepen and enlarge Lateral
Number l, 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 an average
depth of 6 feet, a bottom width OF
Q feet and side slopes 1 to 1.
LATERAL NO. s 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. 2 of Div. A,
rods west of the north and south Il
line of section %, Twp. q n, r.
E., thence run north parallel to the
said Il line 270O feet said ditch to
have an average depth of feet, a
bottom width Of feet and side
| slopes l to 1.
LATERAL NO. 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 Z feet, bottom width OF
8 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
o., Twp. q N, r. E. Said extern
sion to have an average depth of 8
feet, a bottom width of feet, and
side slopes 1 to l.