Wood County reporter. [volume] (Grand Rapids [i.e. Wisconsin Rapids], Wis.) 1857-1923, 1913-09-18

north east parallel To said Ry to a
point rods south of the south Is
line thence east parallel with said
south Is line to point > rods
west of the northeast corner of
the Sci of the sell of sec
ton 8, thence south 1920 feet,
thence east 1920 feet, thence south
264o 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 NWA of Section %, Twp, q
N, R. 4 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. 8, c., the center line of
| which ditch is described as follows:
Commence 8 rods east Of the cen
ter of section 26, Twp, q N, r. 8
| E, thence run south crossing Sec
tons 26 and 80 ito a point rods
north of the S. w. corner of section
| 35, thence east parallel to the south
| line Of section 50 to the west Fly
Creek Drain, said ditch to have an
average depth of 8 feet, a bottom
width Of feet and side slopes l to /
LATERAL NO. 4, DIVISION c.
Construct d ditch to be known as
Lateral No. 4 c., he center of
which ditch is described as follows:
Commence at a point rods east
Of the Sc corner of the NE14 of the
NE14 Of section 26 Twp, q N, R.
3 E., thence west along the N Is
line of said Sec. 26, 240O 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 point ON the west
Fly Creek Drain, where the north
and south 4 line of section % Twp,
q n, R. 8 E., intersects same thence
run north along the said Il line OF
said Sec. 25 and Sec "a, of said TwI
and range to 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. 1, Division G.
Extend Lateral ditch No. /, Div. G.
south from Station 2S, parallel to
the section line between sections. 80
and SO Twp. q N, R. 3 E., to a
point 3 rods north of the south line
of said section Sc, said ditch to have
an average depth of feet, a bottom
width of feet and side slope 1 toll.
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 i'm
section twenty-fouT, 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 s feet, a bottom
width of feet, and side slope l to
1.
SECTION NO. 1, DIVISION c.
Deepen and enlarge Section 1,
Div. c. from its junction with Div.
B. in the S15 of the NW14 of sec
tion No. 7, Twp. 20 N, R. E., to
the north line of section sc Twp.
81 ~, R. E., distance of 1890
feet, the reconstructed ditch to have
an average depth of 8 feet, a bottom
width of feet and side slope 1 to l.
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. 8 E., thence north along the east
Is line of said Sec. 1 to a point 3
rods north of the NV corner of lot
1 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 and to the
SW corner of the NJ of the SW4 Of
Sec. IS, Twp. 81, n, R. 4 E. Said
ditch to have an average depth of
8 feet, a bottom width of 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
nOrtheasterly to the SW corner OF
the SEA of the SEA Of Section
81, Township p, 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
2 Of Div G. Of said Drainage District
thence nOrtheasterly following said
lateral ditch No. 2 to the east sec
| ton line of said Sec. 10, thence nortI
| along the east line 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
widthaof feet and side slopes 1 to
II.
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 NE14 of section 80,