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

''Sct VI tire HOhIuecSI COiHtt u
the SEA of the SEA of sec
ton s, thence south 1920 feet,
thence east 1920 feet, thence south
2640 feet, thence east 1920 feet, thence
south 2640 feet, thence east about
5000 #. to point about II rods west
OF the NE corner of the NEA of
the NW14 of Section %, Twp, q
n. R. E., said ditch to have an a
verage depth Of feet, a bottom wild
tn of feet and side slope 1 to 1.
LATERAL NO 8, DIVISION C.
Construct a ditch to be known as
Lateral No. 3, c., the center line of
which ditch is described as follows
Commence rods east of the cen
ter of section 26, Twp, II N, R.
E., thence run south crossing sec
tions 26 and So ito a point 8 rods
north of the S. w. corner of section
So, thence east parallel to the south
line of section So to the west Fly
Creek Drain, said ditch to have an
average depth of feet, a bottom
width of 6 feet and side slopes / to /
LATERAL NO. 4, DIVISION G.
Construct d ditch to be known as
Lateral No c., he center of
which ditch is described as follows:
Commence at a point 2 rods east
Of the Sc corner of the NEA of the
NE14 of section Is Twp, 81 N, R.
Is E., thence west along the N Is
line of said Sec. &c, 2400 feet, said
ditch 10 have an average depth of
s feet, a bottom width of 6 feet,
and side slope 1 to 1.
LATERAL NO. 5, DIVISION G.
Construct ditch to be known as
Lateral No. 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 a line of section % Twp,
81 n, R. 8 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 1-8 lime 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 L.
LATERAL NO. 1, Division G.
Extend Lateral ditch No. l, Div. C..
south from Station %, parallel to
the section line between sections 35
and Sc Twp. 81 N, R. E., to a
point rods north of the south line
of said section Sc, said ditch to have
an average depth of feet, bottom
width of feet and side slope l toll.
Extend Lateral ditch No. /, 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 L to
SECTION NO. /, DIVISION G.
Deepen and enlarge Section J.,
Div. c. from its junction with Div.
B. in the So of the NW14 of Sec
tion No. Z, Twp. 20 N, R. E., to
the north line of section 36 Twp.
q N, R. E., a distance of 1890
feet, the reconstructed ditch to have
an average depth Of feet, a bottom
width of feet and side slope 1 to 1.
LATERAL 6 OF DIVISION C.
Construct a ditch to be known as
Lateral No. 6, Div. c., the center of
which ditch is described as follows:
of the SEA of Sec. 1, Twp. 20 N,
r. E., thence north along the east
Is line of said Sec. l 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.
4 E., thence north along the range
line between ranges and to the
SW corner of the NJ of the SWA of
Sec. IS, Twp. 81, N, R. 4 E. Said
ditch to have an average depth of
feet, bottom width of feet, and
| side slope to /.
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 along the east 1-8
| line of sections 81, 80 and 10 of said
Twp, and range, to lateral ditch No
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 feet, a bottom
width Of feet and side slopes 1 to
L.
LATERAL NO. 2 OF DIVISION 3.
Construct 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. 4 E., thence run east
2640 feet, thence north 1920 feet,
thence east 1920 feet, thence north
1860 feet, thence east 1920 feet, then
zee north $3.50 feet. Said ditch to
have an average depth of 8 feet, a