Payette enterprise. (Payette, Canyon Co., Idaho) 1909-1935, 1920-08-12

| thereby alleCLGu, 10 CLduBs INC
route OF the main drain and the lat
erals Thereof and the construction OF
| The same Gl The proposed works and
the locatic- ereof so that the same
shall be, il al respects, proper and
feasible as lows:
q. The n drain will be of COW
cred tile G. truction from the place
of beginni TO where It crosses the
right-of-w; of the Oregon Short
Line Railr I and from thence to the
terminal point in Snake River will
be OF open ditch construction, five
leet wide on the bottom with side
slopes of n to 1. q
The location of the main drain is
as follows, to-wit:
Beginning at a point 100 feet east
and 300 feet north of the southwest
corner of the NEH NWA section "a,
TON R5W B.M., thence north 23OO
feet. thence N. as degrees e. 1900.
feet more or less to a point located
IT'S. feet east of the center of sec
ton 81, said township and range,
thence N As degrees e. 275. feet,
thence North 600 feet, thence N. as
degrees e. 500. feet to q point locat-
ed 200. feet east OF the northwest
corner of block 40 of North Payette
Plat; thence north 400. feet, thence
N. SO degrees w. 1900. feet more or
less to a point located on the west
side line of the Oregon Short Line
Railroad and 1875. feet south of the
north east corner of block 10. OF
North Payette Plat; thence N. %
degrees 80 minutes g. parallel to
said railroad 1900. feet to a certain
natural draw or waste ditch, thence
following said draw as follows: N.
! 43 degrees w. 215. feet, thence n.
10 degrees E. 1856. feet, thence N.
SO degrees s minutes w. 800. feet,
thence N. so degrees w. 200. feet
to the terminus in Snake River.
b. Drain A will be a surface drain
only, from one to three feet bottom
width and averaging about 2 " feet
in depth located as follows, to-wit:
Beginning at the northeast cor
ner of block IS of North Payette
Plat, thence N. % degrees 80 min
utes e. along railroad right-of-way,
$50. feet. to the northeast corner OF
block 16 of North Payette Plat,
thence west 100. feet more or less
to the low point of land thence nor
therly, following the low land and a
certain waste ditch now constructed
through lots Is, IA, and 10, of North
Payette Plat, 1900. feet to the south
side line of block II of North Pay
cite Plat, thence east, through blocks
10 and II, $50 feet to the railroad
right-of- way. thence N 23 degrees,
80 Minutes p. along said right-of-
way through blocks II and 10 1875.
feet to a connection with the main
drain.
c. Drain B will be surface drain
only, from one to three feet wide on
the bottom and from one to three
feet in depth, located as follows, to-
witt
Beginning at the southeast corner
of the NEH NWH section "a, TON.
R5W. B.M., thence west 1862. feet
to the southwest corner of block 1
of Percy Plat, thence north 5000.
feet more or less to an intersection
with the east side of the public road
parelleling the railroad, thence N.
20 degrees 80 minutes E. parallel to
said road 1850. feet more or less to
the south west corner of block % of
North Payette Plat, thence east I'll.
feet to southeast corner of said
block rs, thence north 954. feet to
the north side of block 81 of North
Payette Plat at a certain waste ditch
as now constructed and used, thence
following said waste ditch in a
northerly direction through blocks
81 and 80 of North Payette Plat. to a
connection with the main drain in
the east side of the railroad right-of-
way.
d. Drain C. This Drain is the
surface waste ditch now in use be-
ginning in the NWA NWA section
%, said township and range, and
running southwesterly along the
base of what is known as Chase Hill,
to the south side of block Sc OIL
North Payette Plat, thence west to
the north and south centerline of
section q, thence north to the north
quarter corner of said section 81, |
thence west into the right-of-way of
the o. S. l.. RR., thence northeastern
ly within said right-of-way to a cer-
tain culvert under said railroad, and !
thence northwesterly along certain |
natural draw into Snake River.
This waste ditch will remain I'M
changed, except that in block 80 of |
NOTIn GdyeIJe rat JllS Q1Jcn Will De |
connected to Drain B, but otherwise |
remain unchanged and be maintain
ed by the District.
II.
That the estimated cost of the
proposed work, including all Incl
dental expenses and the cost of pro-
ceedings therefor, is the sum of $685..
10000.
III.
That the probable cost per year of
keeping said drainage system in re-
pair after the work is completed will
be the sum of $4,000.
".
That the aggregate amount of in
jury and damage to land by the pro-
posed system of drainage, as deter
mined by us, will be the sum of
S21SO.0O, and that the land which
will be injured thereby and the
amount of damage to each piece
parcel or lot of land, and the name
Of the owner are all set forth in
Exhibit Az, consisting of six CD
sheets, hereunto attached, referred