Arrêté concernant les réseaux d'eau et d'égouts - Modifiant l'arrêté - 2025-12-15BY-LAW NUMBER M-16
A LAW TO AMEND A BY-LAW
RESPECTING WATER AND SEWERAGE
ARIdA NO M-16
ARRtA MODIFIANT L'ARR9Tt
D'tGOUTS
Be it enacted by the Common Council of Lors d'une r6union du conseil communal,
The City of Saint John as follows: The City of Saint John a d6cr6td ce qui suit :
A By-law of The City of Saint John entitled
"A By-law Respecting Water and Sewerage",
enacted on the 7th day of June,. A.D. ZQPJ.,is�pry
amended as follows:
r- Schedules "A", "B" and "E" are repeale—d
and replaced with Schedulesand
attached hereto.
-hl WITNESS WHEREOF The City of Saint John
has caused the Corporate Common Seal of the said
City to be affixed to this by-law the 15 1h day of
December, A.D. 2025 and signed by:
M -
- December 02
0
r I
- December 15, 201!
Par les pr6sentes, 1'arr&6 de The City of
Saint John intitul6 << Arr8t6 concernant les r6seaux
d'eau et d'6gouts >>, d6cr&6 le 7 juin 2004, est
modifi6 comme suit:
Les annexes << A >>, o B >> et << E >> sont
abrog6es et remplac6es par les annexes
<< A >>, << B >> et << E >> ci-jointe.
Eil F*I DE Q1001 The City of Saint John a Eli
apposer son sceau communal sur le pr6sent arr8
le 15 d6cembre 2025, avec les signatur
suivantes : I
Deuxi6me lecture
Troisi6me lecture
- le I d6cembre 2025
Schedule "All
I 0:
Flat Rate customers Water Yearly $801.78
char e
�. .........____m_.........
ANNEXE « A >>
En vizueur le ter Janvier, 2026
__�_ __ ___ _ Tarif forfaitaire pour les clients
_�j --Tarif forfaitaire pour les Tarif uel 801.78 $
clients Redevance sur 1'eau
Schedule " "
Effective January I st, 2026
�... __..__ _ _ _ ____.m� ........
METERED CUSTOMERS ----- SERVICE. ................... _.._...�..............__ _.... _. ......... ._...... _..... _...............
_
Meter Size Yearl $� onthl $) i- ont ( w
__.......__ _ _ .........................__. ______........
15m 27.9 22.58 45.15
-- _ _ ---- ...............__......_.... _______......_........._____ _ _.............._........................_...............__...................................._.............................
20m 331.62 27.6 55.27
__._.........._.___.................�..___.w_...................__..__.........�........_.__.....�....................._._............................................__� ....__-___.....................__.............................._..........................�._..............................._.__............._......................_....
25mm 452.88 37.74 75.48
..��...................�..___._--__.................._____..........................____.........�...............................__.............................. _.....__®................................................................._._____........._______.........._..........................................
40m 595.44 49.62 99.24
...........---------- ._.........._.....__.....____�........_ � ___.................________�.........�__..........._....�.....................___................................__....................�...._....................................
50mm 1,187.88 98.99 197.98
_ _._.___ ...._____ ____...._._______ ...... ___.___ _..._..........
75mm _2,468.46 205.71 411.41
l OOmm 4,292.76 357.73 715.46
_ _____..................................._________________________.........._.. ____�............._.__�....................______...._.,.
150mm 6,746.52 562.21 _ _ 1,124.42
_..........200m _ 9,69408 807.84 1,615.68
_.._ ..
....................
.._ _ _ ..
250mm u 13129.26 1094.11 2188.21
_._...........
METERED CUSTOMERS - CONSUMPTION CHARGE
..............___________�.......�... _____...._� ___�______............______ . ....................... ..__� _...�
__. ......�............... 1 ... ..............�....... _ 3 __...... _.,,,,,,,,,U„__vvvvv.rw.._.........B...- ontl b m )
3
Cons tion m Rate $/m Consum tion .......m_...._.............
...._. 1? ..... _. Rate $/_ ............._..................
For the first 50 2.019529 For the first 10 2.019529
_ ......._____................................._.....________.........................__._______®.... ......_ � . ..................
For all in excess of 1.282 For all in excess of 1.286002
50 100
ANNEXE << B >>
w En vi mueur le 1 e, Janvier, 2026
CLIENTS AVENC COMPTEU _..... TARIF DES SERVICES 'EAU
Dimension du Tarif annuel ($) Tarif mensuel ($) Tarif bimensuel ($)
�
com teur
..._..�..................................................
15mm _ 270,90 22,58 45,15
20mm 331,2 27,64 55,27
25mm 452,88 37,74 75,48
40mm 595,44 49,62 99,24
50m 1 187,88 98,99 197,98
_ _ _ _ ._......_____._..........
75mm 2 468,46 205,71 411,41
........................._ __... _�..._..�.___— _..._� _....._ .......... ............ _......
loomm 4292,76 357,73 715,46
150 6 746,52 562,21 1 124,.
200m 9694,08 807,84 1615,68
_....._......._...................................................__—_..............................
250mm et plus _._._._. 13 129,26 _ _ 1........... ................ 2 188,21
CLIENTS AVEC R f' �� DE CONSOMMATION
1
« « « IIIII Ih'�I 1i`5� �I! IIIII � �2,019529
. !I � a� I`I� ,III+ Il i� 29 � � � I�,�i � 5
« «, « !
au-
delA de 50 f
Schedule "Ell
Raw Water
Infrastructure
Rate per
Rate
Customer
Cubic
Stabilizing
Metre
Reserve
Bi-
--
Monthly($)
1. New
This user draws its industrial raw water
0.3193
1,362
Brunswick
through a 1500mm diameter concrete
Power
intake pipe running from Ludgate Lake
across Route I to the Coleson Cove Screen
Building located at coordinates N
7355170.56 and E 2522389.97 just off of
Route 1. Once through the screen building
water passes through approximately
5,000m of 600mm diameter transmission
main to ultimately make its way to the
Coleson Cove generating station located
at 4077 King William Road.
2. Irving Pulp
This user draws its industrial raw water
0.0933
69,642
and Paper
through a 1800mm diameter intake pipe
Limited
and approximately 330m of 1800mm
diameter concrete pressure pipe originating
from Spruce Lake leading to the Spruce
Lake Screen building. The screen building
is located at coordinates N 7357823.16 and
E 2525290.60 and is just to the right of the
eastern shore of Spruce Lake. Once
through the screen building water passes
through the Spruce Lake Transmission
main to ultimately make its way to the
Irving Pulp and Paper Mill located at 408
Mill Road. The Spruce Lake transmission
main consists of approximately 7,500 rn of
1500mm diameter concrete pressure pipe
owned by City of Saint John and
approximately 1,000m of 1370mrn
diameter concrete pressure pipe owned by
IPP.
3. Irving Paper
This user draws its industrial raw water
0.1064
5,775
Inc.
through a 1200mm diameter intake pipe
originating from Latimer Lake leading to
the Latimer Lake control valve chamber.
Once through the control valve chamber,
water passes through approximately 275m
of 1500mm diameter reinforced concrete
pipe to ultimately discharge into Eldersley
brook. Eldersley Brook recharges the
Silver Falls watershed. Irving Paper has a
private intake, screen and chlorination
building located at Silver falls. From there
the water eventually makes its way to
Irving Paper located at 435 Bayside Drive.
4. Irvingit Multiple raw water transmission mains 0.2638 47,061
Limited deliver raw water from Latimer Lake to
other transmission piping near the
Lakewood Heights pump station for use by
potable and industrial users. Irving Oil
Limited draws its industrial raw water from
two separate connections to the above
mentioned transmission mains prior to their
connection to the Loch Lomond Drinking
Water Treatment Facility.
The first raw water connection to the
transmission system near the Lakewood
Heights Pumping Station delivers raw
water to a chamber located at Champlain
Heights through approximately 2,500m of
600mm HDPE relined cast iron raw water
transmission main to ultimately make its
way to the Irving Oil Refinery located at
340 Loch Lomond Road. The second
connection to the above transmission
systems is a 600mm PVC Raw water
transmission main, approximately 3,000m
delivers raw water along Hickey Road to a
chamber located at Champlain Heights.
From there raw water is delivered through
approximately 450m of 500mm raw water
transmission main along Commerce Drive
to ultimately make its way to the Irving Oil
Refinery located at 340 Loch Lomond
Road.
lz�
a) At between approximately 3 to 5 year intervals, the city will undertake
industrial raw water rate studies for purposes of reassessing rates and rate
structures.
b) Rate Stabilizing Reserve will be reviewed annually as part of the yearly
rate setting exercise with the intent of holding approximately 7 months of
operating costs in the rate stabilizing reserve at any given time.
Annexe << E >>
Client Wean
Infrastructure
Taux au
La reserve de
brute
mitre cube
stabilisation
des tarifs
Tari
bimensuel($)
1. nergie
Cet utilisateur puise son eau brute industrielle
0,3193
1,362
Nouveau-
dans un tuyau de prise d'eau en b6ton de
Brunswick
1500 mm de diam6tre qui, traversant la route 1,
va du lac Ludgate au bfitiment de d6grillage de
Coleson Cove situ6 aux coordonn6es
N 7355170.56 et E 2522389.97, A proximit6 de
la route 1. Une fois sortie du bAtiment de
d6grillage, Peau circule dans environ 5 000 m
de conduite principale de 600 mm de diam6tre
pour finalement se rendre A la centrale de
Coleson Cove, situ6e au 4077, chemin King
William.
2. Irving
Cet utilisateur puise son eau brute industrielle
0,0933
69,642
Pulp and
dans un tuyau de prise d'eau de 1 800 mm de
Paper
diam6tre vers un tuyau sous pression en b6ton
Limited
de 1 800 mm de diam6tre d'une longueur de
330 m environ provenant du lac Spruce et
menant au bAtiment de d6grillage du lac Spruce.
Le bAtiment de d6grillage est situ6 aux
coordonn6es N 7357823.16 et E 2525290.60,
juste A droite de la rive est du lac Spruce. Une
fois sortie du bdtiment de d6grillage, Peau passe
par la conduite principale du r6seau de transport
du lac Spruce pour finalement se rendre a
Pusine de pAtes et papiers Irving situ6e au 408,
chemin Mill. La conduite principale de
transport du lac Spruce est compos6e d'environ
7 500 m de conduite sous pression en b6ton de
1 500 mm de diam6tre appartenant A la ville de
Saint John et d'environ 1000 m de conduite
sous pression en b6ton de 1 370 mm de
diam6tre appartenant A IPP.
3. Irving
Cet utilisateur puise son eau brute industrielle
0,1064
5,775
PaperInc.
dans un tuyau de prise d'eau de 1200 mm de
diam&tre provenant du lac Latimer et menant A
la chambre de vannes de r6gulation du lac
Latimer. Une fois sortie de la chambre de
vannes de r6gulation, Peau circule dans environ
275 m de tuyau en b6ton ann6 de 1 500 mm de
diam6tre pour finalement s'6couler dans le
ruisseau Eldersley. Le ruisseau Eldersley
recharge le Bassin versant de Silver Falls. Irving
Paper poss&de un bAtiment priv6 de prise d'eau,
de d6grillage et de chloration situ6 A Silver
Falls. De 1A, Peau se rend 6ventuellement A
Pusine d'Irving Paper, situ6e au 435 promenade
Bayside.
.�............................... ,a,...»...._.__... ,. w..w.�._____— ............�..
4. Irving it De multiples conduites principales de transport 0,2638 _ 47,061
Limited d'eau brute acheminent 1'eau brute du lac
Latimer a d'autres conduites de transport
situ6es pres de la station de pompage de
Lakewood heights pour titre utilis6es par des
utilisateurs d'eau potable et industrielle. Irving
Oil Limited tire son eau brute industrielle de
deux raccordeents distincts aux conduites de
transport susmentionn6es avant leur
raccordement a l'usine de traite ent de 1'eau
potable de Loch Lomond.
Le premier raccordement d'eau brute au r6seau
de transport pros de la station de pompage de
Lakewood heights acheine 1'eau brute a une
chambre situ6e a Champlain heights par
1'interm6diaire d'environ 2 500 m de conduite
de 600 nun en fonte revetue de PEHD pour
finalement se rendre a la raffinerie Irving Oil
situ6e au 30 chemin Loch Lomond. Le
deuxiee raccordement aux syst6mes de
transport ci-dessus est une conduite d'eau brute
en PVC de 600 nun, d'une lon er d'environ
3 000 m, qui aceine 1'eau brute le long du
chemin Hickey vers une chambre situ6e a
Champlain Heights. De la, 1'eau brute est
achemin6e par une conduite principale de
transport d'environ 450 m d'un diaetre de
500 mm le long de la promenade Commerce
jusqu'a la raffinerie Irving Oil situ6e au 340,
chemin Loch Lomond.
`!0
a) Tous les trois A cinq ans environ, la Ville entreprend des Etudes sr les tarifs de
Peau brute industrielle afin de r66vluer les tarifs et les structures triires.
) La reserve de stabilisation des tarifs fait 11objet d1un examen annuel dans le
cadre de 11exercice annuel d16tablissement des tarifs, l'intention 6tt de
conserver environ Sept mois de frais d1exploitation dans la r6serve de
stabilisation des tarifs en tout temps.