Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-07-31
verage depth Of s feet,..a bottom wild
tn of 8 feet and side slope L to /.
LATERAL NO 3 DIVISION. G..

tn of feet and side slope 1 to /.
LATERAL NO, g. DIVISION. c.,
Construct a ditch to be known as
Lateral No. 3, C., the center line of |
which ditch is described as. follows;
Commence 8 rods east of the cen
ter of section IS, Twp, q N, R. |
E, thence run south crossing sec
tons 26 and 30 TO point 8 rods
north of the S. ". corner of section
30, thence east parallel to the south
line of section 50 TO the west Fly
Creek Drain, said ditch to have an
average depth of s feet, a bottom
width of feet and side slopes to
LATERAL NO. 4, DIVISION C.
Construct a ditch to be known as
Lateral No. c., t he center of
which ditch is described as follows:
Commence. at point rods east
Of the Sc corner of the NE14 of the
NEA of section 26 Twp, q N, r.
8 E., thence west along the n Is
line of said Sec. 26, 2400 feet, said
ditch to have an average depth of
8 feet, a bottom width of feet,
and side slope 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
Ely Greek Drain, where the north
and south Il line of section % Twp,
q N, R. E., intersects same thence
run north along the said Il line of
said Sec. 25 and Sec "a, of said Twp
and ranges 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, bottom width
of 8 feet, and side slope of L to 1.
LATERAL NO. /, Division c.
Extend Lateral ditch Mol, Div. c.
south from Station %, parallel to
the section line. between sections 35
and So Twp. q N, r. 3 E., to a
point rods north Of the south line
of said section SO, said ditch to have
an average depth of s feet, a bottom
width of 8 feet and side slope 1 to1.
Extend Lateral ditch No. 1, Div.
c., north from it's present terminus
at Station 81, $500 feet, thence east
2 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 1 to
[.
SECTION NO. 1, DIVISION c.
Deepen and enlarge Section 1,
Div C. from it's junction with Div
B. in the So of the NWA of sec
Mon No. 7, Twp. 20 N, R.. E., to
the north line of section Sc Twp
p N, r. E., a distance of 1880
feet, the reconstructed ditch to have
an average depth of 8 feet, a bottom
width of feet and side slope 1 to 1.
LATERAL 6 OF DIVISION C.
Lateral No. 6, Div. c., the center of
which ditch DIS described as follows:
Commence at the southwest corner
of the SEA of Sec. /, Twp. 20 N,
r. E., thence north along the east
1-8 line Of said Sec. to a point 3
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. 81, N, R.
E., thence north along the range
line between ranges and 4 to the
SW corner of the NJ Of the SWA of
Sec. IS, Twp. Fl, N, R. E. Said
ditch to have an average depth of
8 feet, bottom width of feet, and
side slope 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 seq of Section
81, Township q, N, Range 4 e,
thence north along the east 1-8
line OF sections 81, 80 and 10 of said
Twp, and range, to lateral ditch No.
2 of Div C. of said Drainage District
thence northeasterly 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 s feet, a bottom
width of feet and side slopes l to
1.
LATERAL NO. 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 NEA of section 80, |
Twp. 81, N, R. 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 |
have an average depth of feet, a
bottom width of feet, and side slope |
to 1.
DIVISION B.
: Construct a ditch to be known as
Lateral No. 3, Div. B. the center OF
which ditch is desert he'd as follows.