Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-07-17

s feet, a bottom width of feet,
and side slope 1 to 1.
LATERAL NO. ), 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 Creek Drain, where the north
and south Il line Of section % Twp,
81 N, R. s 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. "a, 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. l, Div. c.
south from Station IS, parallel to
the section line between sections 80
and So Twp. p N, R. 3 E., to a
point 5 rods north Of the south line
of said section SO, said ditch to have
an average depth of 8 feet, a bottom
width of feet and side slope l tot.
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 northeasterly
to the north quarter post of said sec
ton tWentyfour to connect with said
boundary ditch, such ditch to have
an average depth of feet, a bottom
width of feet, and side slope l to
l.
SECTION NO. /, DIVISION c.
Deepen and enlarge Section 1,
Div. C. from its junction with Div.
B. in the So of the NWA of sec
ton No. Z, Twp. 20 N, R. E., to
the north line of section So Twp.
Fl N, R. E., a distance of 1890
feet, the reconstructed ditch to have
an average depth of 8 feet, a bottom
width of 8 feet and side slope 1 to 1.
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
of said section, thence west to a
point three rods north of the SW
corner of section 81 Twp. q, N, R.
4 E., thence north along the range
line between ranges 3 and to the
SW corner of the NJ of the SWA of
Sec4 IS, Twp. 81, N, R. E. Said
ditch to have an average depth of
8 feet, a bottom width of s feet, and
side slope 1 to l.
LATERAL NO. 1 OF DIVISION B.
Deepen, enlarge and extend later
al No. 1, Div. B. the extension Of
said ditch being described as fol-
lows, commence at the present upper
terminus of said ditch, thence run
northeasterly to the SW corner of
the SEA of the SEA of Section
81, Township q, N, Range 4 E,
thence north alorg the east Is
line of sections 81, 80 and 10 of said
Twp, ard range, to lateral ditch No.
CT Div G. of said Drainage District
thence nOrtheasterly following said
lateral ditch No. 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 feet, q bottom
width Of S feet and side slopes 1 to
LATERAL NO. 2 OF DIVISION B.
Construct ditch to be known as
lateral g. Div. B. The center line
of which ditch is described as fol
lows, commence at the NV corner of
the SEA of the NEA, of section 80,
Twp. q, n, r. E., thence rum 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
have an average depth of feet, a
bottom width of feet, and side sIop
L to 1.
DIVISION 3.
Construct a ditch to be known as
Lateral No. 8, Div. B. the center Of
which ditch is described as follows:
Commence at a point ON Div. B, ditch
rods north of the north line OF sec
ton 80, Twp. 81, N, R. E., thence
run east parallel 10 the north line OF
said See. 80, $500 feet to intercept
the main Cranberry Creek Drain.
Said ditch to have an average depth
of feet, a bottom width Of 8 feet,
and side slopes 1 to L.
LATERAL NO 8 OF DIVISION A.
Construct a 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 Creek Drain on the north
line of section %, Twp. q N, r. 4