Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-07-24

3 feet, a bottom width of feet,
and side slope 1 to 1.
LATERAL NO. 5, DIVISION c.
Construct a ditch to be known as
Lateral No. 5 c., the center of
which ditch is described as follows:
Commence at a point on the west
Fly Greek Drain, where the north
and south Il line Of section % Twp. /
y N, R 3 E., intersects same thence
run north along the said Il line Of
said Sec. % and Sec. "a, of said Twp
and range to a point about 20 rods
north Of the south Is line of said
Sec q, said ditch to have an aver
age depth of feet, a bottom width
Of s feet, and side slope of 1 to 1.
LATERAL NO. 1, Division C.
Extend Lateral ditch No. 1, Div. c.
south from Station %, parallel to
the section line between sections So
and SO Twp. q N, R, 8 E., to a
point 3 rods north Of the south line
of said section So, said ditch to have
an average depth of 8 feet, a bottom
width Of 8 feet and side slope 1 to1.
Extend Lateral ditch No. 1, Div.
c., north from its present terminus
at Station 81, $500 feet, thence east
? rods south of the quarter line in
section tWenty-four, fifty rods, thence
north 80 rods, thence northeastern
to the north quarter post of said sec
ton twentyfour to connect with said
boundary ditch, such ditch to have
an average depth of 8 feet, bottom
width of feet, and side. slope 1 to
1.
SECTION NO. 1, DIVISION c.
Deepen and enlarge Section 1.
Div. G. from its junction with Div.
B. in the 81 of the NWA of sec
ton No. Z, Twp 20 N, R. E, to
the north line of section So Twp.
21 N, R. E., a distance of 1890
feet, the reconstructed ditch to have
an average depth Of 8 feet, a bottom
width of feet and side sIope / to /.
LATERAL OF DIVISION C.
Construct a ditch to be known as
Lateral No. 6, Div. c., the center of
which ditch is described as follows:
Commence at the southwest corner
of the SEA of Sec. 1, Twp. 20 n,
R. E, thence north along the east
Is line of said Sec 1 to a point 8
rods north of the NV corner of lot
l of said section, thence west to a
point three rods north of the SW
corner of section 81 Twp. q, n, R.
E., thence north along the range
line between ranges and to the
SW corner of the Ne of the SWA of
Sec. IS, Twp. Il, n, R. E. Said
ditch to have an average depth of
feet, a bottom width of s feet, and
side slope 1 to 1.
LATERAL NO. 1 OF DIVISION B.
Deepen, enlarge and extend later
| al No. L, Div. B. the extension of
said ditch being described as fol
lows, commence at the present upper
| terminus of said ditch, thence run
noTtheasterly to the SW corner of
the SEA of the SEA of Section
81, Township Fl, n, Range 4 E,
thence north along the east Is
line of sections 81, 80 and 10 of said
Twp, and range, to lateral ditch No
of Div G. of said Drainage District,
thence nOrtheasterIy following said
lateral ditch No. 2 to the east sec
ton line of said Sec. 10, thence NORTH
along the east lime of said Sec 10
and Sec. IS, to the NE corner of the
SEA Of the SEA of said Sec. Is,
the reconstructed ditch to have an
average depth of 8 feet, {. bottom
width of feet and side slopes l to
l.
LATERAL NO. 2 OF DIVISION B.
Construct a ditch to be known as
lateral 2, Div. B. The center line
Of which ditch is described as fol-
lows, commence at the NV corner Of
the SEA of the NE1A of section 80,
Twp. 81, N, R. 4 E., thence run east
2640 feet, thence north 1920 feet,
thence east 1920 feet, thence north
1860 feet, thence east 1920 feet, then
ce north $3.50 feet. Said ditch to
nave an average depth of feet, a
bottom width of 8 feet, and side Stop
1 to l.
DIVISION B.
Construct a ditch to be known as
Lateral No. 3, Div. B. the center Of
which ditch is desert bed aus follows:
Commence at point ON Div. B, ditch
3T0ds north of the north line OF Sec
ton 30, Twp. q, n, R. E., thence
run east parallel to the north line OF
said Sec. 80, $500 feet to intercept
the main Cranberry Creek Drain.
Said ditch to have an average depth
of Z feet, bottom width Of 8 feet,
and side slopes 1 to 1.
LATERAL NO. 8 OF DIVISION A.
Construct ditch to be known as
Lateral No. 3, Div. A, the center of
said ditch being described as follows,
commence at a point ON the main
Cranberry Greek Drain on the north
line Of section %, Twp. Fl N, R. 4
e., thence run west along the north
line of said Sec %, 2640 feet. Said
ditch to have an average depth of
I feet, a bottom width of feet, and
side sIo~es 1 to 1.
LATERAL NO. 4 OF DIVISION A
Construct a ditch to be known as
Lateral No. 4, Div. A, the center Of
which ditch is describe as follows.