HomeMy WebLinkAboutThe Brussels Post, 1894-3-16, Page 6Y..LA NO,
Of the Township of grey, to the County o U.x uon,
)3Y -law toProvide a proper outlet for ante otherwise for the inn- g bob
prov0111d71t anal
eaten/310H of Government Drain lumber 2, in air
the said Township and for borrowing on the credit of the Mttn- ??
ieipality the sum of Sixteen Thousand Two Hundred and `pen a 1''r.
Dollars and Thirty-three cents ($1G,210.8S) for Completing
the same.
RrQvirianally adopted this Twenty-fourth Day of March, A, D: 1894,
Whereas the brain known ae Number 2, dovet!nmeut Drein, in the said Town,
ship, constructed under the provisions of the Ontario Drainage Aot of 1873, and
payable by local assessment hoe heretofore been and le now being need aa an oublet
fora number of other drains in the Township of Grey, and in the adjoining. Muniot•
panty of the Township of I9lina, oonateueted under the provisions of the variona Sta•
Wee in force respecting Drainage, and when the °banges and improved outlet here-
inafter provided for are made, will be need by a large number of other lands in the
acid To ehipe and in the ToWnehip of MaIiiliop for outlet, and it leaving been eat-
iefaetorilyeetttbltithed that the said Government Drain No. 2 has an insalloieut oat.
Set, by reason whereof it is unable to carry away the waters which now reach it,
thereby exposing the adjaoent lands to damage and making it impossible to properly
and efloiently maintain the said drain, it was thereupon determined by the Mhniof-
pal Council of the said plead,"
of Grey, pursuant to Section 585, of "The Mtinioiplead," to Make a new outlet for the said Government Drain Number 2, and to
otherwise improve and extend the. said Drain with a view to its greater efficiency
and to prevent the said threatened damage to the said adjacent lands.
And whereas, thereupon, the said Council procured an examination to be made
of the locality embraced in the said drainage system; inoleding the said Govermtlent
Drain Number 2, by James A. Bell, a Provincial Land Surveyor and Civil Engineer,
and also procured plans and estimates of the work to be made by him, and also an
Assessment to be made by him of the lands and roads to be benefitted by the said
work iooluding the lands of those who are using the said Government Drain Number
2 for outlet but who did not contribute to its oonatruction, and those who may after
the said changes are made, use the same for outlet, being the Assessment hereinafter
• by this By-law, euaated to be assessed and levied upon the lots and parte of lots
hereinafter in that behalf epeeifionlly est forth and described, and the report of the
Bahl James A. Bell in respect of the said several matters is as follows :-
Be. TnoMAs, JAruasr 18rn, 1894.
To the Reeve and Council of the Township of Grey,-
GnsTrzuns.-I was instructed by your honorable body le August last to make
an examination of No, 2 Government Drain in your Township. I presented you
with a report on September 0th, 1893, as the result of my examination. In my re-
port X stated as follows : "This Drain which has its head or commencement on Road
Allowance between the and
sions at
and 29, and was constructed 1
tru ted fromthis poin8th t about the
westerlyalong the road ne ttoethe Beauen lots -
champ Creek.
It is evident when oonatrneted that it was only intended to drain the lots adje,
sent t, it. This is shown by the foot that it was originally nonsbruoted a small
drain, and also that only a small acreage was assessed for its constrnotion. I find
now, that through a system of drains constructed under the Ditches and Water-
courses Act, and the Municipal Drainage Aot, that this drain forms the outlet for
the waters of about five thousand acres of your Township and about four thosaand
five h ndred acres of the Township of Elam.
u
"The result is, tbab the drain 10 entirely inadequate to carry off the waters
brought to it and consequently overflows and injures the lands along and adjacent to it.
'4 have examined the outlet of this drain, or what is known ae the Beauchamp
Creek, from where the Government Drain enters ib until it has its outlet into the
Maitland River, and I find that is order to make a proper outlet for said Drain, and
to prevent damage to adjacent lands, it will be necessary to improve this creek to
the line between the 12th and 130 concessions, which is almost to its intersection
with the Maitland RIver. This creek, as a whole, is in a very bad state to form a
proper outletjfor the extent of country thab drains into it. In places there is a well
defined channel requiring little improvement while in most of its nomas it will re-
quire to be deepened, widened and straightened, and have all the fallen timber taken
out.
"Those lands that are now tieing No, 2 Government Drain as an outlet, and
were nut assessed for its construction, should be now assessed for its use, and the
amount so raised should be credited to the lots originally assessed for the drain pro
rata to their assessment"
My report was read and considered by your Council and adopted, and I was in-
structed to make the necessary surveys, plane, profiles and speoifioations for the en-
largement of No. 2 Government Drain in order that ib would be capable of carrying
off the waters brought to it, without damaging adjacent lands and to carry the said
drain to 0 proper outlet, and to assess the oost thereof against the lands and roads
and roads benefitted and using the same for an outlet, and also to assess the lands
and roads that are Indus said drain as an outlet and that did not contribute to its
original construction.
I now have the honor to report that 1 have completed the necessary surveys for
the parrying out of the work as above described and have examined the lands and
roads that will ba benefitted by said work and that will use it as an outlet; and have
also prepared plans, profiles, specifications and estimates showing the proposed work
in detail, with an assessment against the lands and roads that will use the proposed
drama and outlet for benefit and ontlet. I li the also made an assessment against the
lands and roads that are using No.2 Government Drain as an outlet, for the value
of the drama from stake 209 (where the first drain enters) to the Beauchamp creek.
The value of this parb of the drain I estimate at $1205.86 and the amount I assess
for the use of this outlet I have credited to the lots originally assessed for the non.
struetion of the said drain and in proportion to the original assessment. I have
ahowu this fully in different columns of my es>esstnent.
I find that there are some lots in the 18th concession of the Township of Elms. and
a small portion of the oorner of the Township of Logan whose waters would natural-
ly trend and have an outlet into the proposed improvement, but drains are conetrnct-
ed and arrangements made to take those waters in another direction, so that I have
not included them in my assessment.
I have assessed the lands contiguous to the drain and outlet for benefit, and the
lands and roads naturally draining into the same for outlet, and have ahowu the
amounts for each in separate columns of my assessment.
In my estimnts of the cost of the work, I have provided fur the clearing of the
timber and bush from the road allowance along the Government Drain, and for the
grubbing of the roadbed and grading the excavated earth thereon. The amount
estimated for this woric I have assessed against the road allowance between the 17th
and nth concessions of your Township.
In laying out the wurlc I have endeavored as far ae practicable to straighten the
course of the Beauchamp creek or outlet. The amount of fall in the proposed work
being small, the effect of straightening and shortening the course of the proposed
work is very important ; on lot No. 6 in the 13th concession a short cutis made that
very materially benefits the proposed work, and is of such a nature that compen-
sation should be paid to the owner of said lot. I have placed in my estimates an
amount to be paid the owner of said lot for the land tsken by said short out.
I have shown the proposed work on the profiles in different sections, each aeotiou
having the same bottom width of drain.
My estimate of the cost of the work is as follows :--
See, No. 1, 2631. cub. yds. at 16 ots. per yd. $ 870 65
" 2, 9260 15 1389 00
8, 5505 15 " 884 75
" 4, 10801
6, 25266
8, 28700
13
19 3284 68
1404 13
14 " 4018 00
" 7, 11689 ,' 14 1686 46
" 8, 12025 18 ' 1663 25
Surveys, examinations, plans, profiles, specifica-
tions, estimates and asseoarnenba, 001 61
01 00
Assistance in surveys,
Superintending oonetruotion of work, .. 450 00
50 00
Clerk's fees, Township of Grey, .. ,.
Clerk's fees, Township of MoKillop, . • , 19 00
00
Cleric's feee,'Totvnship of Elmo', . • , .. 50 00
Publishing Bylaw, Township of Grey,
Publishing Bylaw, Township of McKillop, .. 25 00
Publishing Bylaty, Township of Elmo.'
.. 25 00
Right of way, lob 6, con. 18, Township of Grey, 23 00
Clearing, grubbing and grading road between 17th
and lath eons,, Township of Grey, • . 800 00
Total, .. . • .. .. 316,210 33
This sum I assess against the lands and roads to be "benefitted by the proposed
work, and the lands and roads that will use the some as an outlet as follows
:-
I"4
8
9
9
0
to
14
41
„
11
,,
100
109
100
100
170 -
25
10 " 50
10 " 50.
la. 10 100
2
'i '" 100
4 ,w 100
100
100
7 5Q
7 " 60
8 " 100
9 " 100
60
60
75
25
17 100
2 " 50
0 16 50
" 100
4 " 100
5 " 60
0
6 " 100
$ " 100
10 " 100
11 " 100
12 " 100
13 " 75
13 " 25
5 “
0 u
10
11
11
12
12
1
if
"
13 00
13 00
1$ 00
1000
13 00
18 00
0 26
OD
45
2 400
18 00
18 00
18 00
1800
13 00
10 00
60
6 18
18 00
18 00
0 67
6 59
182
2 134
13 00
0 50
1300
1800
6 50
6 50
'1800
13 00
18 00
18 00
13 00
13 00
12 74
01
Total Aeseaement on Lands
Assessment on Roads
One half town line between Elima & Grey,
Road between nth and 14th eons.
Road between 15th and 10th eons.
Road between 17th and 18th oons.
Road between lots 5 and 0,
Road between lots 10 and 11,
ASSESSMENT TOWNSHIP OP ELMe..
Am't Ase'd for Amount
Description Lob Con. No. of Orig'l Construction Aseessed for
Agree. of Gov't Drain N0. 2 Outlet
8 4 1 18 50
2 • 60 $ 5 46 $3612
0 11 40 42
8 50
4 • 60
6 • 60
8 • 60
7
6 W 4 8 • 126
1 100
2 100
3 100
4 100
5 100
6 • 100
7 • 100
8 • 100
0 100
1 16 100
2 100
rt
14
.t
6 60
6 60
688
6 98
6 60
156
19 00
18 00
18 OO
18 00
18 00
19 00
13 00
12 09
888
18 00
18 00
48 00
48 00
' 35 26
89 56
48 00
10 32
86 00
86 00
86 09
86 00
86 00
80 00
80 00
79 98
22 86
86 00
80 00
Total
Assessment
$41 58
46 58
4950
49 60
40 59
46 54
49 60
1188
99 00
99 00
29 00
99 00
99 00
99 00
09 00
92 07
25 74
90 00
99 00
Total Assessment in Dime,
1 80
286
416
6 40
650
72
2 65
86.00
66 00
80 00
86 00
8600
8600
6934
2/60
3020
17 20
(1000
83
8000
80 00
8000
80 00
86 00
4300
48 00
8600
80 00
8600
4214
0698
1204
1548
'8000
4800
4300
8600
80 00
43 00
4300
8000
8600
8600
8600
8000
8600
8428
602
806
18 92
27 52
36 12
45 00
37 84
18 92
ASSESSMENT TOWN81IIP OF I',ICICILLOP.
No. of
Deseripbion Lot Con Agree.
S14&W4N 1
2
8
E4. of 6a
N ofS7
N 4
N15pt
N pt
84.
18484
E6N4
4
5
6
7
7
7
8
8
9
10
10
10
11
11
12
N V 12
E 4�N 44 18
W4N4 13
N 4 14
Npb 15
1
W $ 2
17 3
P WPbSFt 14 3
E} 4
W3 4
8 §45
181 5.
Sg 6
184 6
N 7
N ?, 8
N} 9
E} 1
W;E4 1
E4W4 1
W4 1
2
W414 3
14 60
186
185
184
182
181
180
891*
444
449
89
89
884
884
374
50
88
87
434•
43}
434
43
43
85
60
160
75
76
75
25
60
60
100
1124
374
100
50
50
50
60
95
25
25
25
100
50
50
11
t,
66
It
It
IC
tt
rr
13
LI
It
12
Total assessment on lands
assessment on townline between
Grey & MoK3llop,
Road between nth and 14th oon's.,
Road between 12th and 18th eon's.,
Road between lots 10 & 11,
Road between lots 5 & 6,
Total .. .. ..
09 00
8900
0909
9000
'09 00
0851
24 05
• 0465
1980
1.08
9900
99 00
99 00
90 00
99,00
00 00
4950
49 50
99 00
90 00
90.00
4861
4267
1386
1782
9900
49 50
49 50
99 00
9900
49 60
49 50
09 00
0900
99 0'0
99 00
99 00
09 00
97 02
0 99
990
64407 48
21 78
31 68
41 68
49 50
4$ 60
21 78
94617 86
Amount
Assessed for
Outlet.
$ 83 00
89 76
122 10
121 44
12012
119 46
118 80
59 97
29 58
29 63
49 84
49 84
47 79
31 32
I8 75
25 00
18 00
36 50
5 50
11 00
10 00
100
8 00
1 00
99 00
40 60
49 50
49 50
16 50
31 68
29 04
57 42
45 21
24 75
529
8163
26 40
26 40
1 98
13 20
13 20
13 20
13 20
52 80
26 40
6 60
$ 184529
19 50
21 12
330
9 24
17 16
$ 1914 61
ASBI:88MPINT ToNSHIP op Gam.
No. of Arn't Ass'd Total
Con. Acres. for Outlet. Assessment.
11 100 9 1 82 $ 1 82
984 3 36 8 30
14 21 21
100 5 60 5 60
50 3 60 3 50
50 3 60 8 50
50 3 50 3 50
50 3 50 3 50
100 84 84
12 50 1 68 1 68
50 4 90 4 00
100 18 '72 13 72
1 14 14
49 6 86 6 86
50 7 00 7 00
100 14 00 14 00
50 7 00 7 00
50 7 00 7 00
100 1400 1400
50 700 700
50 7 00 7 00
100 18 44 18 44
100 924 924
100 8 60 8 60
Desoription Lot
19
20
S E pt 20
21
W ; 22
E 1i 22
W 4 23
23
IJ 24
17
15 4 17
18
N W pt 19
Wpt 19
E 4. 19
20
S,I 21
N 4. 21
22
W 4 28
E 1y 28
24
25
26
tr
rr
rt
rt
11
,t
c ▪ o
c . • '12
0
a
A H t:i y
5 13 100
100
50
60
60
50
97
100
100
100
100
90
60
100
100
17 " 100
100
dcwi
0
8 "
7 ,r
7 't
8 "
8
9 r,
10 "
11 "
12
18 "
14 "
14 "'
16 "
16 "
18 "
fg
AAw
ett
315 00
10 00
10 00
5 00
10 00
eci
'-0 0
.0Q
a
$ 21
8 00
6 00
5 00
2 50
5 00
6 00
6 72
7 84
812
7,56
2 80
288
682
840
1400
1400
a
EoI d
2 21
8 00
6 00
16 00
12 50
10 00
16 00
6 72
7 84
8 12
7 66
2 80
238
5 82
14 00
1400
MA1t, 16, 189
19
20
121
W pt 0
p
24
25
20
27
W pt 28
D pt 28
28
51
32
83
34
85
634 1
8
4
5
N. W pt 6
NEpb 0
S pt 6
7
8
9
10
11
12
18
8 4 14
N 4 14
15
16
17
W 1 18
154 18
19
20
al
A
a
0 0
I-1 s,
o as
a
'/., 0
21 14
22
23
24
25
25
27
28
99
30
31
82
88
84
35
1
2
3
4
5
6
7
8
9 .,
r,
CI
CC
tt
,t
"'
44
it
U
300
100
50
60
25
100
100
109
100
100
181
100
100
1$ 100
If
11
14 60
tr
"
r,
4r
"
rt
I,
u
tt
"
11
tt
100
100
100
100
45
36
100
100
100
100
100
100
100
00
GO
100
100
100
60
50
100
100
"
10 "
11
12
13
14
Sl8pt 15 " 5
15 " 95
N 4 16 50.
S 4 16 50
17 100
W 4 18 " 50
E 7 18 50
19 99
Pt pt 10 " 1
20 100
21 " 100
22 " 100
W 4" 23 " 50
E 1i 23 " 60
W 1, 24 50
E 14 24 ` 60
25 100
26 " 100
27 " 100
28 " 100
29 " 100
30 " 100
31 ` 100
32 0 100
W3 33 " 50
E 4 83 " 50
34 " 100
85 100
NWpt 6 16 20
SEpt G 80
W} 7 " 50
E 4. 7 50
8 100
q 100
10 " 100
.2 a 780;
a
.r o 11 0
'Xid
11 16 100
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Pt N pt 26
26
27
28
29
80
W 4. 31
E 81
32
83
84
35
9
W 14 10
W 11
Nt 12
11
W 4 12
I•; l3
NWpt 18
S3Npt 18
35 0 14
W 14
15
16
17
19
20
21
22
11
11
"
11
6
11
0711
50
50
100
50
" At
18 00
55 00
46 00
2000
1200
1500
4000
5000
1400
14 00
7 44
10 00
1400
14 00
14 00
14 00
1288
1029
1816
19 04
10 04
1004
1060
18 042
2 10
8 50
a 02
600,
6 02
595
816
140
316
10 00
1100
1800
15 00
1800
1500
1500
700
14400
14 00
1685
9 20
9 20
19 72
28 00
4400
14 00
7 00
s 50
10 50
14 00
14 09
14 00
14'00
1816
2 88
10 22
1316
1004
1064
10 04
1050
10"22
8 54
210
850
6i 02
( 0
606
48 15
2140
3 15.
22 50
26 00
53 00
85 00
10 00
15 00
1500
7 007 00:
14 09
1400
16 80
9 20
9 20
1972
93 00
ii
v . wA1 arca
44
mww 0Aci .-. 10
o el
gg o el Sorg
:dw d6 0
$22 40
26 00
2068
1864
26 50
43 00
40 68
48 00
45 90
37 04
31 28
42 08
49 00
67 92
7088
4 55
6 18
6 02
5 11
661
790
13 00
18 00
1900
2200
2200
22 00
2200
2800
180
8420
1800
1800
3600
18 00
1800
85 64
30
5600
66 00
56 00
8400
8600
3600
0600
7200
7200
7200
72 00
7500
8600
86 00
80 00
48 00
4300
8600
8600
2 52
3 24
450
5 76
2125
25 00
25 00
1 96
60
1 75
350
8 22
3 60
7 15
4 16
3 12
5 07
5 24
7 93
10 27
8 50
3 60
3 60
8 50
7 00
7 00
7 00
7 00
18 00
13 00
13 00
13 00
6 50
6 50
13 00
18 00
,1•
b oaa
w y• w m d
0 d 4
w am Hm oAci.
dG7
••=1, ••=1 c�
ea
aa
<IO.71
o U:r
S8
Hffi
X22 40
26 00
31 84
19 20
8025
40 60
43 90
4660
53 05
4120
84 40
47 15
54 80
6586
81 15
4 65
518
602
511
061
7 00
13 00
18 00
19 00
40 00
77 00
2200
2200
2800
1 80
8420
18 00
1800
86 00
18 00
18 00
35 64
30
56 00
56 00
56 00
37 50
39 50
39 50
89 50
79 00
79 00
79 00
79 00
8800
99 00
99 00
90 00
49 50
49 60
00 00
00 00
2 52
8 24
4 60
5 76
21 25
2500
25 00
$ 8 00
29 00
3400
49 00
72 00
rt
u
25
25
50
50
100 72 00
102 0D
" 11200
Al 112 00
" "" 11200
12200
" " 11200
+' 72 00
327 00
20 00
31 00
88 00
88 00
42 00
4200
48 00
54 00
5600
56 00
06 00
72 00 7 00
7200 700
7200 700
114 20
7496 1280
86 00 13 00
86 00 13 00
8600 1300
80 00 18 00
4800 660
4300 650
8600 1300
8600 1800
8600 1800
8000 1800
1 50
650
275
1205
918
1800
1600
1800
950
9 50
1800
1800
4400
4600
4800
58 00
5800
60 00
64 00 3 00
70 00; 6 00
[Ootartlusn 03 P4015 5.1
35 GO
4944
05 01
m
a a.
Hm
d
$05 OD
8 00
05 00
82 00
110 00
42 00
42 00
48 00
54 00
56 00
5600
6000
43"40
70 00
79 00
1 34
87 06
99.00
0000
99 00
09 00
49 50
49 50
99 00
99 00
99 00
90 00
1 50
6 50
2 76
1205
918
18 00
16 00
18 00
060
9 50
18 00
1800
116 00
148 00
100 00
16500
170 00
182.00
12950
6199