10. OVERLAY ZONE REGULATIONS
PART 10A
PURPOSE AND APPLICATION
10A.1 PURPOSE
The purpose of this Chapter is to provide additional performance regulations for:
(a)
undertaking innovative developments for which the application of
regulations for the surrounding land uses would be unreasonable;
(b)
developing unique geological, hydrological, and geographic areas;
(c)
developing cultural, historical areas and structures; and
(d)
developing specific land uses that may pose unusual risk to the public
health, safety and general welfare. [1992/9250]
10A.2 APPLICATION
(1)
The overlay zones shall be in addition to and shall overlay all other zones where
they are applied so that any parcel of land lying in an overlay zone shall also lie in
one or more of the other zones provided for by this Bylaw. The effect is to create
a new zone which has the characteristics and limitations of the underlying zones,
together with the characteristics and limitations of the overlay zone.
(2)
Unless specifically exempted, the regulations, standards and criteria of the overlay
zones shall also supplement and be applied in addition but not in lieu of any
regulations, standards and criteria applicable to the underlying zone.
(3)
In the event of conflict between the requirements of any overlay zone and those of
the underlying zone, the overlay requirements shall apply. [1992/9250]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.2
OVERLAY ZONE REGULATIONS
Chapter 10
10A.3 MAPS
Unless otherwise stated, the boundaries of the overlay zones are shown on the Zoning
Maps provided in Chapter 19 of this Bylaw. [1992/9250]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.3
PART 10B
REGULATIONS FOR ALL OVERLAY ZONES
10B.1 COMPLIANCE
The regulations in this Part shall apply to any land use overlain by any of the overlay zones
mentioned in this Chapter. [1992/9250]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.4
OVERLAY ZONE REGULATIONS
Chapter 10
PART 10C
REGULATIONS FOR SPECIFIC OVERLAY ZONES
10C.1 AQUIFER PROTECTION OVERLAY ZONE (AP)
1.1
INTENT
(1)
The Aquifer Protection Overlay Zone is designed to provide additional
regulations to protect the Regina Aquifer system from contamination from
development activities.
(2)
This purpose will be achieved by:
(3)
1.2
(a)
prescribing appropriate performance regulations, and allowing
potential polluting land uses and operations only where the
performance regulations can be fulfilled; or
(b)
prohibiting land uses and operations that create a risk of
contaminating the aquifer.
This zone implements the Development Plan's objective to protect ground
water resources from contamination. [1992/9250]
APPLICATION
The standards and regulations in this Subpart shall apply to those portions of the
Regina Aquifer system lying within the City of Regina and shown on Figure 10.1 of
this Chapter. [1992/9250]
1.3
PERMITTED USES
Subject to section 1.6, all uses permitted in the underlying zone are also permitted in
this zone. [1992/9250]
1.4
DISCRETIONARY USES
Any existing hazardous waste facility within the Low Aquifer Sensitivity Zone shall,
upon the coming into force of this Bylaw, be deemed to be a permitted use, provided
however that notwithstanding section 1C.4.5 all modifications to hazardous waste
uses or facilities that would include changes to the type and/or quantities of
hazardous materials and/or expansions to existing facilities shall be subject to the
Discretionary Use process. [1997/9920]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
1.5
OVERLAY ZONE REGULATIONS
Page 10.5
DEVELOPMENT REGULATIONS
As specified in Chapter 5 for the relevant underlying zone. [1992/9250]
1.6
1.7
PERFORMANCE REGULATIONS
(1)
In addition to regulations provided elsewhere in this Bylaw, all uses in the
Aquifer Protection Overlay Zone shall be developed in accordance with the
standards specified in Tables 10.1, 10.2 and 10.3 for the designated areas.
Developments may be prohibited or approved in accordance with such
Tables notwithstanding any contrary provision applicable to the underlying
zone. [1992/9250; 1997/9920]
(2)
All uses within the Aquifer Protection Overlay Zone may utilize limited
volumes of hazardous materials as are necessary to conduct operations
(e.g. janitorial cleaning materials, motor fuels). [1997/9920]
DEVELOPMENT REQUIREMENTS AND PROCEDURES
Every application for a development permit in this zone shall be made in accordance
with Chapter 18 of this Bylaw. [1992/9250]
1.8
CHALLENGE TO AQUIFER OVERLAY ZONE DESIGNATION
(1)
An applicant for a development in any of the Aquifer Overlay Zones shown
in Figure 10.1 may challenge the inclusion of the land in the zone by
providing, at his own expense, to the City, an engineering evaluation
prepared by a registered professional engineer. [2014-44]
(2)
The engineering evaluation mentioned in subsection (1) shall demonstrate
the aquifer sensitivity characteristics of the zone in which the land is located,
as defined in Chapter 2.
(3)
If the evaluation mentioned in subsection (1) is concurred in by the City, the
requirements of the zone, as defined in Chapter 2, shall apply to the land.
[2014-44]
(4)
Subsection (3) shall not exempt the applicant from complying with any of
the requirements of any other Aquifer Protection Overlay Zone on which the
engineering evaluation confirms that the land is situated.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.6
OVERLAY ZONE REGULATIONS
Chapter 10
Figure 10.1: Aquifer Protection Overlay Zones [2015-1]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.7
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Pasture and dryland farming
Minimize the application of salt, manure, herbicides,
insecticides, fungicides and fertilizers.
Minimize the application of salt, manure, herbicides, insecticides,
fungicides and fertilizers.
All new storage tanks and all storage tank replacements shall
be above ground, shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a
monthly statistical inventory reconciliation analysis system.
In addition, each tank shall have an over-fill or spill
prevention system.
All new storage tanks and all storage tank replacements shall be above
ground, shall have secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system, In addition, each tank shall have an overfill or spill prevention system.
New developments prohibited
Existing developments shall be limited to modification and replacement
only.
All industrial uses except those
involving hazardous materials and
hazardous waste/waste dangerous
goods
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling, or any
other similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.8
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
Industrial uses that involve, as a
principal use, storing, warehousing,
processing or manufacturing of
hazardous materials (as defined in
Chapter 2)
New developments prohibited.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Existing developments shall be limited to modification and replacement
only.
All existing storage tanks shall have leak detection and/or a monthly
statistical reconciliation analysis system.
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling, or any
other similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64;2014-44]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.9
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
Hazardous waste facilities or
industrial uses that involve, as a
principal use, storing, warehousing
or processing of hazardous waste/
waste dangerous goods (as defined
in The Hazardous Substances and
Waste Dangerous Goods
Regulations (1995), Province of
Saskatchewan
New developments prohibited.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Existing developments shall be limited to modification and replacement
only.
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
All existing storage tanks shall have leak detection and/or a monthly
statistical reconciliation analysis system.
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling, or any
other similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
The site shall be prepared with a minimum of one (1) metre of unfractured
low permeability soil or the equivalent thereof (1 x 10-7 cm/sec when
subjected to a head of 0.305 metres of water).
The site shall be located where the continuous thickness of native material
having suitable permeability (minimum average 1 x 10-6 cm/sec when
subjected to a head of 0.305 metres of water) is ten (10) metres or greater,
or the equivalent.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Compressed gas pipelines
New rights-of-way for new pipelines are permitted.
Excavations shall not exceed three (3) metres in depth. Where
the overburden is less than three (3) metres, the excavations
shall not expose the aquifer or reduce the overburden
substantially.
City of Regina
Office Consolidation
For new pipelines within existing rights-of-way, the following regulations
apply:
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
Zoning Bylaw No. 9250
Page 10.10
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
Liquid petroleum and oil pipelines
New rights-of-way for new pipelines are prohibited.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
For new pipelines within existing rights-of-way, the following regulations
apply:
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Petroleum storage terminals
New petroleum storage terminals are prohibited.
Existing developments shall be limited to modification and replacement
only.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
All existing storage tanks shall have leak detection and/or a monthly
statistical reconciliation analysis system.
All holes created by the removal of piles, foundations, drilling, or any
other similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.11
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
All commercial uses
All new storage tanks and all storage tank replacements shall
be above ground, shall have a secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a
monthly statistical inventory reconciliation analysis system.
In addition, each tank shall have an over-fill or spill
prevention system.
Excavations shall not exceed three (3) metres in depth. Where
the overburden is less than three (3) metres, the excavations
shall not expose the aquifer or reduce the overburden
substantially.
All holes created by the removal of piles, foundations, drilling,
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
All holes created by the removal of piles, foundations, drilling, or any
other similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers
All development applications involving hazardous materials shall be
accompanied by plans to detect contamination of the aquifer.
All development applications involving hazardous materials
shall be accompanied by plans to detect contamination of the
aquifer.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City, and
federal and provincial agencies having jurisdiction. [2003-1;
2011-64; 2014-44]
All residential uses
Excavations shall not exceed three (3) metres in depth. Where
the overburden is less than three (3) metres, the excavations
shall not expose the aquifer or reduce the overburden
substantially.
Minimize the application of salt, manure, herbicides,
insecticides, fungicides and fertilizers.
Only holding tanks shall be allowed in the development of
private sewage facilities.
All major development applications (over 4 hectares) shall be
accompanied with plans to detect contamination of the
aquifer.
City of Regina
Office Consolidation
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Excavations shall not exceed three (3) metres in depth. Where the
overburden is less than three (3) metres, the excavations shall not expose
the aquifer or reduce the overburden substantially.
Minimize the application of salt, manure, herbicides, insecticides,
fungicides and fertilizers.
Only holding tanks shall be all owed in the development of private sewage
facilities.
All major development applications (over 4 hectares) shall be
accompanied with plans to detect contamination of the aquifer.
Zoning Bylaw No. 9250
Page 10.12
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.1:
PERFORMANCE REGULATIONS FOR HIGH SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Park/golf courses
Minimize the application of salt, manure, herbicides,
insecticides, fungicides and fertilizers.
Minimize the application of salt, manure, herbicides, insecticides,
fungicides and fertilizers.
All new storage tanks and all storage tank replacements shall
be above ground, shall have a secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a
monthly statistical inventory reconciliation analysis system.
In addition, each tank shall have an over-fill or spill
prevention system.
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
Industrial site storm ponds
Impervious liners/equivalent shall be used in all containment
devices.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
Waste containment pools
New developments prohibited.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Impervious liners/equivalent shall be used in all containment devices.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Impervious liners/equivalent shall be used in all containment devices.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Wastewater sewers
All new wastewater sewers shall be constructed to force main
standards.
All replacements and/or additions to wastewater sewers shall be
constructed to force main standards.
Pilings
All pilings shall not exceed three (3) metres in depth except
where a geo-technical report acceptable to the City
demonstrates the need and details the necessary mitigative
measures to protect the aquifer. [2003-1; 2011-64; 2014-44]
All pilings shall not exceed three (3) metres in depth except where a geotechnical report acceptable to the City demonstrates the need and details
the necessary mitigative measures to protect the aquifer. [2003-1; 2011-64;
2014-44]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.13
TABLE 10.2:
PERFORMANCE REGULATIONS FOR MODERATE SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 1998/10041; 2003-1]
LAND USE
Pasture and dryland farming
All industrial uses except those
involving hazardous materials and
hazardous waste/waste dangerous
goods
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Minimize the application of salt, manure, herbicides,
insecticides, fungicides and fertilizers.
Minimize the application of salt, manure, herbicides, insecticides,
fungicides and fertilizers.
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, a monthly statistical
inventory reconciliation analysis and a daily inventory
reconciliation.
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, a monthly statistical inventory reconciliation
analysis and a daily inventory reconciliation.
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, and a monthly statistical
inventory reconciliation analysis.
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, and a monthly statistical inventory reconciliation
analysis.
All above ground storage tanks shall have secondary
containment with dykes, impervious liners/equivalent, leak
detection and/or a monthly statistical inventory reconciliation
analysis system.
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
All above ground storage tanks shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a monthly
statistical inventory reconciliation analysis system.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
Industrial onsite runoff containment ponds shall be
constructed to minimize any seepage into any underlying
aquifers.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.14
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.2:
PERFORMANCE REGULATIONS FOR MODERATE SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 1998/10041; 2003-1]
LAND USE
Industrial uses that involve, as a
principal use, storing, warehousing,
processing or manufacturing of
hazardous materials (as defined in
Chapter 2)
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, a monthly statistical
inventory reconciliation analysis and a daily inventory
reconciliation.
All above ground storage tanks shall have secondary
containment with dykes, impervious liners/equivalent, leak
detection and/or a monthly statistical inventory reconciliation
analysis system. In addition, each tank shall have an over-fill
or spill prevention system.
Liquid hazardous material storage facilities are prohibited.
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be
constructed to minimize any seepage into any underlying
aquifers.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City,
and federal and provincial agencies having jurisdiction. [20031; 2011-64; 2014-44]
City of Regina
Office Consolidation
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, a monthly statistical inventory reconciliation
analysis and a daily inventory reconciliation.
All above ground storage tanks shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a monthly
statistical inventory reconciliation analysis system. In addition, each tank
shall have an over-fill or spill prevention system.
Expansion of liquid hazardous material storage facilities is prohibited
except for petroleum storage subject to applicable performance standards
for petroleum storage and terminals in the Moderate Sensitivity Aquifer
Protection Overlay zone.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation system.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.15
TABLE 10.2:
PERFORMANCE REGULATIONS FOR MODERATE SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 1998/10041; 2003-1]
LAND USE
Hazardous waste facilities or
industrial uses that involve, as a
principal use, storing, warehousing
or processing of hazardous waste/
waste dangerous goods (as defined
in The Hazardous Substances and
Waste Dangerous Goods
Regulations 1995, Province of
Saskatchewan).
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
New developments prohibited.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
Expansion of liquid hazardous material facilities is prohibited.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
The site shall be prepared with a minimum of one metre of unfractured
low permeability soil or the equivalent thereof (1 x 10-7 cm/sec when
subjected to a head of 0.305 metres of water).
The site shall be located where the continuous thickness of native material
having suitable permeability (minimum average 1 x 10-6 cm/sec when
subjected to a head of 0.305 metres of water) is ten (10) metres or greater,
or the equivalent.
Compressed gas pipelines
City of Regina
Office Consolidation
Not Applicable
Not Applicable
Zoning Bylaw No. 9250
Page 10.16
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.2:
PERFORMANCE REGULATIONS FOR MODERATE SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 1998/10041; 2003-1]
LAND USE
Liquid petroleum and oil pipelines
All commercial uses
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City, and
federal and provincial agencies having jurisdiction. [2003-1;
2011-64; 2014-44]
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, and a monthly statistical
inventory reconciliation analysis.
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, and a monthly statistical inventory reconciliation
analysis.
All above ground storage tanks shall have secondary
containment with dykes, impervious liners, leak detection
and/or a monthly statistical inventory reconciliation analysis
system.
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers
All development applications involving hazardous materials shall be
accompanied by plans to detect contamination of the aquifer.
All development applications involving hazardous materials
shall be accompanied by plans to detect contamination of the
aquifer.
All residential uses
Park/golf courses
City of Regina
Office Consolidation
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
Only holding tanks shall be allowed in the development of
private sewage facilities.
Only holding tanks shall be allowed in the development of private sewage
facilities.
Minimize the application of salt, manure, herbicides,
insecticides, fungicides and fertilizers.
Minimize the application of salt, manure, herbicides, insecticides,
fungicides and fertilizers
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.17
TABLE 10.2:
PERFORMANCE REGULATIONS FOR MODERATE SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 1998/10041; 2003-1]
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Industrial site storm ponds
Compacted clay liners, or an equivalent, shall be used for all
containment devices.
Compacted clay liners, or an equivalent, shall be used for all containment
devices.
Waste containment ponds
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
Impervious liners/equivalent shall be used for all waste
containment.
Impervious liners/equivalent shall be used for all waste containment.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All new storage tanks and all storage tank replacements shall
be above ground, shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a
monthly statistical inventory reconciliation analysis system.
In addition, each tank shall have an over-fill or spill
prevention system.
All new storage tanks and all storage tank replacements shall be above
ground, shall have secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
LAND USE
Petroleum storage terminals and
petroleum storage
All existing storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers.
Excavations shall not exceed 4.5 metres in depth, except in
that portion of the zone lying in the S ½ 7-18-19-2 where
excavations shall not exceed 3 metres in depth. Where the
overburden is less than 3 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City, and
federal and provincial agencies having jurisdiction. [2003-1;
2011-64; 2014-44]
City of Regina
Office Consolidation
All existing storage tanks shall have leak detection and/or a monthly
statistical inventory reconciliation analysis system.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
Excavations shall not exceed 4.5 metres in depth, except in that portion of
the zone lying in the S ½ 7-18-19-2 where excavations shall not exceed 3
metres in depth. Where the overburden is less than 3 metres, the
excavations shall not expose the aquifer or reduce the overburden
substantially.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Zoning Bylaw No. 9250
Page 10.18
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.3:
PERFORMANCE REGULATIONS FOR LOW SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2000/10209; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
All industrial uses, excepting those
involving hazardous materials and
hazardous waste/waste dangerous
goods and excepting salvage
operations and junkyards
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, and a monthly statistical
inventory reconciliation analysis.
All above ground storage tanks shall have secondary
containment with dykes, impervious liners/equivalent, leak
detection and/or a monthly statistical inventory reconciliation
analysis system.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, and a monthly statistical inventory reconciliation
analysis.
All above ground storage tanks shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a monthly
statistical inventory reconciliation analysis system.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be
constructed to minimize any seepage into any underlying
aquifers.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers
City of Regina
Office Consolidation
Excavations shall not exceed 6 metres in depth. Where the overburden is
less than 6 metres, the excavations shall not expose the aquifer or reduce
the overburden substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.19
TABLE 10.3:
PERFORMANCE REGULATIONS FOR LOW SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2000/10209; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
Industrial uses that involve, as a
principal use, storing, warehousing,
processing or manufacturing of
hazardous materials (as defined in
Chapter 2)
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, and a monthly statistical
inventory reconciliation analysis.
All above ground storage tanks shall have secondary
containment with dykes, impervious liners/equivalent, leak
detection and/or a monthly statistical inventory reconciliation
analysis system. In addition, each tank shall have an over-fill
or spill prevention system.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, and a monthly statistical inventory reconciliation
analysis.
All above ground storage tanks shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or a monthly
statistical inventory reconciliation analysis system. In addition, each tank
shall have an over-fill or spill prevention system.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Industrial onsite runoff containment ponds shall be
constructed to minimize any seepage into any underlying
aquifers.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City, and
federal and provincial agencies having jurisdiction. [2003-1;
2011-64; 2014-44]
City of Regina
Office Consolidation
Excavations shall not exceed 6 metres in depth. Where the overburden is
less than 6 metres, the excavations shall not expose the aquifer or reduce
the overburden substantially.
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the City, and federal and provincial agencies having
jurisdiction. [2003-1; 2011-64; 2014-44]
Zoning Bylaw No. 9250
Page 10.20
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.3:
PERFORMANCE REGULATIONS FOR LOW SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2000/10209; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
Hazardous waste facilities or
industrial uses that involve, as a
principal use, storing, warehousing
or processing of hazardous waste/
waste dangerous goods (as defined
in The Hazardous Substances and
Waste Dangerous Goods
Regulations 1995, Province of
Saskatchewan).
All proposed developments shall prepare a detailed
environmental impact report(s) with appropriate mitigative
measures. All mitigative measures shall be subject to the
approval of the City and any federal and provincial agencies
having jurisdiction. [2003-1; 2011-64; 2014-44]
All new storage tanks and all storage tank replacements shall be above
ground, shall have a secondary containment with dykes, impervious
liners/equivalent, leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall have an overfill or spill prevention system.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
All facilities handling and/or storing hazardous materials of
any type shall provide annual soil test reports and/or other
early contamination detection measure reports to the City, and
federal and provincial agencies having jurisdiction. [2003-1;
2011-64; 2014-44]
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All new storage tanks and all storage tank replacements shall
be above ground, shall have secondary containment with
dykes, impervious liners/equivalent, leak detection and/or
monthly statistical inventory reconciliation analysis system.
In addition, each tank shall have an over-fill or spill
prevention system.
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
All holes created by the removal of piles, foundations, drilling
or any other similar activity shall be properly sealed in a
manner that minimizes seepage into any underlying aquifers.
Industrial onsite runoff containment ponds shall be
constructed to minimize any seepage into any underlying
aquifers.
The site shall be prepared with a minimum of one metre of
unfractured low permeability soil or the equivalent thereof
(1 x 10-7 cm/sec when subjected to a head of 0.305 metres of
water).
Excavations shall not exceed 6 metres in depth. Where the overburden is
less than 6 metres, the excavations shall not expose the aquifer or reduce
the overburden substantially.
All holes created by the removal of piles, foundations, drilling or any other
similar activity shall be properly sealed in a manner that minimizes
seepage into any underlying aquifers.
All facilities handling and/or storing hazardous materials of any type shall
provide annual soil test reports and/or other early contamination detection
measure reports to the Director of Development Engineering, and federal
and provincial agencies having jurisdiction. [2003-1; 2011-64]
Industrial onsite runoff containment ponds shall be constructed to
minimize any seepage into any underlying aquifers.
The site shall be prepared with a minimum of one metre of unfractured
low permeability soil or the equivalent thereof (1 x 10-7 cm/sec when
subjected to a head of 0.305 metres of water).
The site shall be located where the continuous thickness of native material
having suitable permeability (minimum average 1 x 10-6 cm/sec when
subjected to a head of 0.305 metres of water) is ten (10) metres or greater,
or the equivalent.
The site shall be located where the continuous thickness of
native material having suitable permeability (minimum
average 1 x 10-6 cm/sec when subjected to a head of 0.305
metres of water) is ten (10) metres or greater, or the
equivalent.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.21
TABLE 10.3:
PERFORMANCE REGULATIONS FOR LOW SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2000/10209; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
Salvage Operations and Junkyards
All developers shall prepare an environmental impact
report. Proposed mitigative measures shall be subject to
the approval of the Director of Development Engineering.
[2003-1; 2011-64; 2014-44]
All development applications shall be accompanied by
plans to detect contamination of the aquifer.
All indoor and/or outdoor storage areas and/or salvage
operation areas, that are subject to loss of contaminants
onto the site surface and/or building floor area from
salvaged materials, precipitation wash-off, spills,
weathering or other processes, shall be designed and
maintained to an appropriate level of imperviousness to
prevent contaminant infiltration into the subsoil.
All new storage tanks and all storage tank replacements
shall be above ground and shall have secondary
containment with dykes, impervious liners or equivalent,
leak detection and/or a monthly statistical inventory
reconciliation analysis system. In addition, each tank shall
have an over-fill or spill prevention system.
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
All holes created by the removal of piles, foundations,
drilling or any other similar activity shall be properly
sealed in a manner that minimizes seepage into any
underlying aquifers.
The surface runoff management scheme shall incorporate
holding tanks, settling ponds or similar retention areas, or
equivalent, on site and shall be designed to remove
particulate and contaminant levels to meet standards
specified by the City for discharge into a storm sewer,
storm channel or creek. [2003-1; 2011-64; 2014-44]
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All developers shall prepare an environmental impact report. Proposed
mitigative measures shall be subject to the approval of the City. [20031; 2011-64; 2014-44]
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
All indoor and/or outdoor storage areas and/or salvage operation areas,
that are subject to loss of contaminants onto the site surface and/or
building floor area from salvaged materials, precipitation wash-off,
spills, weathering or other processes, shall be designed and maintained
to an appropriate level of imperviousness to prevent contaminant
infiltration into the subsoil.
All new storage tanks and all storage tank replacements shall be above
ground and shall have secondary containment with dykes, impervious
liners or equivalent, leak detection and/or a monthly statistical
inventory reconciliation analysis system. In addition, each tank shall
have an over-fill or spill prevention system.
Excavations shall not exceed 6 metres in depth. Where the overburden
is less than 6 metres, the excavations shall not expose the aquifer or
reduce the overburden substantially.
All holes created by the removal of piles, foundations, drilling or any
other similar activity shall be properly sealed in a manner that
minimizes seepage into any underlying aquifers.
The surface runoff management scheme shall incorporate holding
tanks, settling ponds or similar retention areas, or equivalent, on site
and shall be designed to remove particulate and contaminant levels to
meet standards specified by the City for discharge into a storm sewer,
storm channel or creek. [2003-1; 2011-64; 2014-44]
Site runoff contaminant ponds shall be designed and constructed to
minimize seepage into any underlying aquifers.
Site runoff contaminant ponds shall be designed and
constructed to minimize seepage into any underlying
aquifers.
For all facilities handling and/or storing hazardous materials of any
type, the operators shall provide annual soil test reports and/or other
early contamination measure reports to the City, as well as to federal
and provincial agencies having jurisdiction. [2003-1; 2011-64; 201444]
For all facilities handling and/or storing hazardous
materials of any type, the operators shall provide annual
soil test reports and/or other early contamination measure
reports to the City, as well as to federal and provincial
agencies having jurisdiction. [2003-1; 2011-64; 2014-44]
The site shall be located where the continuous thickness of native
material having suitable permeability (minimum average is
1 x 10-6cm/sec when subjected to a head of 0.305 metres of water) is 6
The site shall be located where the continuous thickness of
native material having suitable permeability (minimum
average is 1 x 10-6cm/sec when subjected to a head of 0.305
metres of water) is 6 metres or greater, or the equivalent.
metres or greater, or the equivalent.
All new wastewater sewers, other than those exclusively for domestic
wastewater, shall be constructed to force main standards.
All existing underground storage tanks shall have leak detection and/or a
monthly statistical inventory reconciliation analysis system.
All new wastewater sewers, other than those exclusively
for domestic wastewater, shall be constructed to force main
standards.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.22
OVERLAY ZONE REGULATIONS
Chapter 10
TABLE 10.3:
PERFORMANCE REGULATIONS FOR LOW SENSITIVITY
AQUIFER PROTECTION OVERLAY ZONE [1997/9920; 2000/10209; 2003-1]
LAND USE
PERFORMANCE REGULATIONS FOR
NEW DEVELOPMENTS
All commercial uses
All new underground storage tanks and all storage tank
replacements, at a minimum, shall have ULC 603.1
cathodically protected steel or ULC 615 FRP single-wall
tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic
protection monitoring terminals, a monthly statistical
inventory reconciliation analysis, and a daily inventory
reconciliation.
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
PERFORMANCE REGULATIONS FOR
MODIFICATIONS TO EXISTING
DEVELOPMENTS
All new underground storage tanks and all storage tank replacements, at a
minimum, shall have ULC 603.1 cathodically protected steel or ULC 615
FRP single-wall tanks and lines, leak detection, over-fill or spill prevention
systems, drip trays, in-line vertical check valves, cathodic protection
monitoring terminals, a monthly statistical inventory reconciliation
analysis, and a daily inventory reconciliation.
Excavations shall not exceed 6 metres in depth. Where the overburden is
less than 6 metres, the excavations shall not expose the aquifer or reduce
the overburden substantially.
All residential uses
Excavations shall not exceed 6 metres in depth. Where the
overburden is less than 6 metres, the excavations shall not
expose the aquifer or reduce the overburden substantially.
Excavations shall not exceed 6 metres in depth. Where the overburden is
less than 6 metres, the excavations shall not expose the aquifer or reduce
the overburden substantially.
Industrial site storm ponds
Clay liners shall be used in all containment ponds.
Clay liners shall be used in all containment ponds.
Waste containment ponds
Impervious liners shall be used for all waste containment.
Impervious liners shall be used for all waste containment.
All development applications shall be accompanied by plans
to detect contamination of the aquifer.
All development applications shall be accompanied by plans to detect
contamination of the aquifer.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.23
10C.2 FLOODWAY FRINGE OVERLAY ZONE (FF)
2.1
2.2
INTENT
(1)
This overlay district is designed to reduce flood losses by prescribing
performance regulations and special review procedures for the development
of residential and non-residential structures.
(2)
In conjunction with the Floodway Zone described in Chapter 9, this zone
completes the two zone concept proposed by the Development Plan for flood
damage reduction in the City. [1992/9250]
(3)
The zone boundaries are amended from time to time subject to approval by
the applicable agency of the Province of Saskatchewan. Nothing in this
Bylaw shall be construed as warranting that the areas outside the Floodway
and Floodway Fringe Overlay Zone boundaries, or land uses permitted
within those zones, shall be free from flooding or flood damage. [2004-1]
APPLICATION
The provisions of this Subpart shall apply to all areas of the City identified under the
Canada/Saskatchewan Flood Damage Reduction Program, and shown in the Zoning
Maps, as within the floodway fringe of the Wascana Creek, Pilot Butte Creek, North
Storm Channel, South Storm Channel and Chuka Creek. [2007-51]
2.3
PERMITTED USES
All uses permitted in the underlying zone are also permitted in this zone.
[1992/9250]
2.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
[1992/9250]
2.5
DEVELOPMENT REGULATIONS
As provided for the underlying zones in Tables 5.6, 5.7, 5.8 and 5.9. [1992/9250]
2.6
ADDITIONAL REGULATIONS
All developments in this zone shall comply with the flood proofing regulations in
the Building Bylaw. [1992/9250; 2001-4]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.24
2.7
OVERLAY ZONE REGULATIONS
Chapter 10
DEVELOPMENT REQUIREMENTS AND PROCEDURES
All applications for development permits in this zone shall be made in accordance
with Chapter 18 of this Bylaw. [1992/9250]
2.8
NON-CONFORMING USES
The existing lawful use of a structure or building or its accessory use which is not in
conformity with the provisions of this subdivision may be continued in accordance
with Chapter 13 of this Bylaw. [1992/9250]
10C.3 FLOOR AREA OVERLAY ZONE (F)
3.1
3.2
INTENT
(1)
The Floor Area Overlay Zone is intended to restrict the floor area of
buildings or structures in areas or neighbourhoods where unique conditions
or unusual circumstances make the control of floor area ratio necessary to
protect public safety, views, light, wind, ambient air temperature, and air.
(2)
In general, the floor area ratio determines how large a development can be
on a site or lot. [1992/9250]
CALCULATION
The floor area ratio is calculated as follows:
floor area ratio = the total floor area in the building
total area of the site or lot
3.3
APPLICATION [2002-2]
(1)
3.4
Where the floor area ratio is applied, the maximum floor area ratio permitted
in a Floor Area Ratio Zone is determined by the number following the letter
"F" on the Zoning Maps. For example, a floor area ratio of 6 in the
Designated Shopping Centre Zone will be represented on the Zoning Map
as: DSC.F 6.0 [2001/10264]
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
[1992/9250]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
3.5
OVERLAY ZONE REGULATIONS
Page 10.25
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
[1992/9250]
3.6
DEVELOPMENT STANDARDS
The development standards of the underlying zone specified in Tables 5.6, 5.7, 5.8,
and 5.9 shall apply, except the maximum floor area ratio (FAR). [1992/9250;
1996/9783]
10C.4 HEIGHT OVERLAY ZONE (H)
4.1
4.2
INTENT
(1)
The Height Overlay Zone is intended to restrict the height of buildings or
structures in areas or neighbourhoods where unique conditions or unusual
circumstances make the control of height necessary to protect public safety,
views, light, wind, ambient air temperature and air.
(2)
It is also intended to limit the amount of development that can occur on a
site, and thus limit the demands that can be placed on public facilities or
services.
(3)
It may be used to supplement or substitute for floor area ratio requirements.
[1992/9250]
APPLICATION [2002-2]
(1)
4.3
Where a Height Overlay Zone is established, the maximum building height
permitted, expressed in metres, is determined by the number following the
letter "H" on the Zoning Maps. For example, a height limit of 60 metres in
the Downtown Zone will be represented on the Downtown Zoning Map as:
D.H60
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
[1992/9250]
4.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
[1992/9250]
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Page 10.26
4.5
OVERLAY ZONE REGULATIONS
Chapter 10
DEVELOPMENT STANDARDS
The development standards of the underlying zone specified in Tables 5.6, 5.7, 5.8
and 5.9 shall apply, except the maximum height standard. [1992/9250]
10C.5 HERITAGE CONSERVATION OVERLAY ZONE (HCO) [1999/10113]
This space is reserved pending legislative authority under The Planning and Development
Act, 2007.[2013-64]
10C.6 HOLDING OVERLAY ZONE ((H))
6.1
6.2
INTENT
(1)
This zone is designed to retain lands or buildings for specific future uses.
(2)
It is intended to be applied after the adoption or approval of a relevant:
(a)
planning study;
(b)
concept plan; or
(c)
subdivision plan.
(3)
Unlike the Urban Holding Zone mentioned in Subpart 9C.9, the planned use
of lands in this zone is determined at the time the zone is designated.
(4)
This zone will be one of the mechanisms for implementing the Development
Plan's policy to permit future development only in serviced areas, or areas
where the economic extension of infrastructure is feasible. [1992/9250]
APPLICATION
(1)
Where a Holding Overlay Zone is established, the status of the land or the
use to which the land may be put after the holding symbol is removed is
represented by the use of the symbol "(H)" on the Zoning Maps in
conjunction with any use designation. For illustrative purposes, the symbol
R8.(H) on the Zoning Map would indicate that the R8 zoning would become
effective only after the holding symbol is removed by an amendment to this
Bylaw.
(2)
Section 71 of The Act shall apply for the purpose of removing the holding
symbol, or appealing the decision of Council concerning an application to
remove the holding symbol. [2013-64]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
6.3
OVERLAY ZONE REGULATIONS
Page 10.27
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
[1992/9250]
6.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
[1992/9250]
6.5
DEVELOPMENT REGULATIONS
As provided for the applicable underlying zone in Tables 5.6, 5.7, 5.8 and 5.9.
[1992/9250]
10C.7 INNISMORE INDUSTRIAL TRANSITIONAL OVERLAY ZONE (IIT)
7.1
INTENT
(1)
The Innismore Industrial Transitional Overlay Zone is intended to
implement the planned change to industrial uses for the Innismore area in a
manner that is sensitive to the remaining existing homes.
(2)
Towards this change, new industrial developments will be encouraged to
provide landscaping and building features that are compatible with the
homes which will be legally nonconforming in the zone. [2003-1]
(3)
In order to encourage sensitive and compatible development during the
transition, the permit review procedure is modified to require the opinion of
the Development Officer in certain cases. [1992/9250]
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Zoning Bylaw No. 9250
Page 10.28
OVERLAY ZONE REGULATIONS
7.2
Chapter 10
ZONE BOUNDARIES
The boundaries of the Innismore Industrial Transitional Overlay Zone shall be
shown in Figure 10.2. [1992/9250]
7.3
PERMITTED USES
All permitted uses in the underlying IT - Industrial Tuxedo Park zone are also
permitted in this zone.
7.4
DISCRETIONARY USES
All discretionary uses in the underlying IT - Industrial Tuxedo Park zone are also
discretionary in this zone. [1992/9250]
7.5
DEVELOPMENT STANDARDS
Notwithstanding the requirements of the underlying IT - Industrial Tuxedo Park
zone, as specified in Table 5.8, the development regulations for this zone shall be
those listed in Table 10.7:
TABLE 10.7: INNISMORE INDUSTRIAL TRANSITIONAL OVERLAY ZONE
DEVELOPMENT STANDARDS
DEVELOPMENT STANDARDS
2
Minimum Lot Area (m )
REQUIREMENT
200
Minimum Frontage
6
Maximum Coverage (%)
75
Minimum Front Yard Setback (m)
nil
Minimum Rear Yard Setback (m)
25 % of the height of the adjacent wall [1999/10113]
Minimum Single Side Yard Setback (m)
nil
Minimum Total Side Yard Setback (m)
nil
Maximum Height of Principal Building (m)
12
Maximum Height of Accessory Building (m)
7
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Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.29
Figure 10.2: Innismore Transitional Overlay Zone
7.6
ADDITIONAL REGULATIONS
Every development in this zone shall take the following performance standards into
consideration.
City of Regina
Office Consolidation
(a)
Front and rear yards should be in harmony with those of the existing
occupied residential homes.
(b)
Side yards or setbacks along the common property line should be
provided to ensure adequate daylight penetration to windows of the
occupied residential home that face that common property line.
(c)
Long and narrow side yards that are likely to end up as unsightly
unusable spaces are to be avoided.
(d)
Special attention should be paid to the manner in which cars,
particularly those in need of repair, are parked.
(e)
Care should be taken to ensure that direct sunlight can penetrate into
the residential property of the home for at least half of the year, from
March to September.
(f)
Illuminated signs are acceptable but should not be located in such a
manner as to throw direct light into the windows of the homes.
Zoning Bylaw No. 9250
Page 10.30
7.7
OVERLAY ZONE REGULATIONS
Chapter 10
(g)
Architectural forms of a residential style and character should be
encouraged.
(h)
Account shall be taken of the need to provide for the quiet enjoyment
of the existing occupied residential homes in terms of anticipated
noise levels, possible odours and the provision of a reasonable degree
of privacy. [1992/9250]
DEVELOPMENT PROCEDURES
As specified in Chapter 18. [1992/9250]
10C.8 DEMOLITION CONTROL OVERLAY ZONE (DCO)
This space is reserved pending legislative authority under The Planning and Development
Act, 2007.[2013-64]
10C.9 RESIDENTIAL DENSITY OVERLAY ZONE (U)
9.1
INTENT
(1)
9.2
APPLICATION
(1)
9.3
The Residential Density Overlay Zone is intended to accommodate the
development of dwellings typically associated with higher density (e.g.
apartment buildings) at medium density levels. The use of the overlay zone
will provide assurance that development does not exceed the prescribed
medium density range while also providing flexibility in establishing a
variety of medium-density dwelling forms.
Where a Residential Density Overlay Zone is established, the maximum
residential density permitted, expressed in net dwelling units per hectare, is
determined by the number following the letter “U” on the Zoning Maps. For
example, a residential density of 50 net dwelling units per hectare in the R6 –
Residential Multiple Housing Zone will be represented on the Zoning Map
as: R6.U50.
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
9.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
9.5
Page 10.31
DEVELOPMENT STANDARDS
The development standards of the underlying zone specified in Tables 5.6, 5.7, 5.8
and 5.9 shall apply. [2005-61]
10C.10
ARCHITECTURAL CONTROL DISTRICT OVERLAY ZONE (AC) [2007-60]
10.1
INTENT
The purpose of the AC – Architectural Control District Overlay Zone is to preserve the
physical character of an area or promote an established theme for an area.
10.2
APPLICATION
An Architectural Control District Overlay Zone may be used to control building sites and
the architectural detail of the buildings within that area.
10.3
10.4
REFERENCE
(1)
The use of the symbol “AC” in conjunction with a sequential number
(AC-1, AC-2) shall indicate property(s) which have been zoned or rezoned
through the Architectural Control District Overlay Zone procedure.
(2)
Each approved Architectural Control District Overlay Zone shall be
appended to this Subpart 10C.10 as a new section.
FORMER DIOCESE OF QU’APPELLE ARCHITECTURAL CONTROL
DISTRICT OVERLAY ZONE (AC-1)
(1)
Intent
The AC is intended to preserve the physical character of the Former Diocese of
Qu’Appelle Lands site by ensuring development is complementary to existing
heritage buildings and adjacent neighbourhoods. All new development shall
adhere to one of three traditional architectural styles: Tudor, Colonial, or
Craftsman.
(2)
Application
Where the AC is established, building form, building elements, architectural
details, materials and colours must conform to standards identified in Subsection
6 of this Section.
(3)
Permitted Uses
The permitted uses of the underlying zone shall apply.
(4)
Discretionary Uses
The discretionary uses of the underlying zone shall apply.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.32
OVERLAY ZONE REGULATIONS
(5)
Chapter 10
Development Regulations
The development regulations of the underlying zone shall apply.
(6)
Additional Regulations
All new development shall adhere to the architectural standards outlined in
Appendix H of this Bylaw.
(7)
Development Procedures
As specified in Chapter 18.
10C.11
AIRPORT NOISE ATTENUATION OVERLAY ZONE
11.1
11.2
INTENT
(1)
The Airport Noise Attenuation Overlay Zone is intended to ensure that new
residential developments (dwellings), or any alterations or additions thereto,
on previously undeveloped lands situated in proximity to the Regina
International Airport and within defined Noise Exposure Forecast (NEF)
contours, are designed and constructed to comply with established acoustic
standards for sound insulation, which are applicable to occupied interior
spaces contained within such developments.
(2)
This overlay zone is also intended to ensure that other noise-sensitive land
uses similarly comply with appropriate acoustic standards.
(3)
This overlay zone is further intended to complement and support the
corresponding provisions of the City of Regina Building Bylaw.
APPLICATION
(1)
The provisions of this Subpart shall apply:
(a) to all residential properties that fall entirely or partially within the area
located between the 25 NEF and 30 NEF contours [as per the Noise
Exposure Projection (NEP) for 2024, or as may be amended by
Transport Canada from time to time];
(b) to other identified noise-sensitive land uses that fall within the 25 to 30
NEF or 30 to 35 NEF contours, as the case may be.
(2)
The full extent to which this overlay zone applies shall be established on
the affected Zoning Maps, by means of graphic delineation (e.g., hatching).
(3)
For greater clarity, the location of properties relative to the applicable NEF
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Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.33
contours is shown in Figure 10.3 of this Bylaw.
11.3
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
11.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
11.5
DEVELOPMENT STANDARDS
The development standards of the underlying zone, as specified in Tables 5.6, 5.7,
5.8 and 5.9 of this Bylaw shall apply, except as may be established otherwise in
this Subpart.
11.6
ADDITIONAL REGULATIONS
(1)
All plans that are submitted for building permit approval, pertaining to
dwellings located within this overlay zone, shall be certified by a qualified
professional engineer or architect licensed to practise in the Province of
Saskatchewan, that confirm compliance with the sound (acoustic) insulation
standards contained in Subsection 2.16 of the Building Bylaw.
(2)
Subject to subsection (3), applications for building permit approval
involving certain non-residential uses in new buildings or additions to
existing buildings located within this overlay zone, shall include a noise
impact analysis provided by a professional engineer or architect licensed to
practice in the Province of Saskatchewan, which demonstrates that:
(a) appropriate acoustic insulation features have been considered in the
building design; and
(b) the construction or development is not incompatible with aircraft noise.
(3)
Land uses for which the provisions of subsection (2) apply shall include the
following:
(a) Locations with aircraft noise levels of 25 NEF or greater





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Office Consolidation
churches (religious institutions)
community centres
day care centres (child and adult)
group care facilities
nursery schools
Zoning Bylaw No. 9250
Page 10.34
OVERLAY ZONE REGULATIONS
Chapter 10
(b) Locations with aircraft noise levels of 30 NEF or greater




City of Regina
Office Consolidation
hotels and motels
offices
restaurants and lounges
vocational schools
Zoning Bylaw No. 9250
Chapter 10
OVERLAY ZONE REGULATIONS
Page 10.35
Figure 10.3: Noise Exposure Forecast (NEF) Contours Applied to Lands in Harbour
Landing [as per Noise Exposure Projection (NEP) for 2024]
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.36
10C.12
OVERLAY ZONE REGULATIONS
Chapter 10
OBSTACLE LIMITATION SURFACE OVERLAY ZONE
12.1
INTENT
(1)
The Obstacle Limitation Surface Overlay Zone is intended to ensure a
satisfactory level of safety and protection (i.e., unobstructed airspace) for
the operation of aircraft above lands and development in the vicinity of the
Regina International Airport.
(2)
The establishment of this overlay zone is pursuant to the requirements of
Transport Canada and the federal Aeronautics Act, for the protection of:
(a) aircraft conducting a circling procedure or manoeuvring in the vicinity
of the airport; and
(b) each runway direction to be used for the takeoff and landing of aircraft.
(3)
12.2
This overlay zone replaces the maximum building height standards, applied
to development in conventional zones, with limitations on the height of all
structures (“obstructions”), relative to sloped surface planes that are
generated from the established geodetic elevation for the Regina airport at a
defined reference point.
APPLICATION
(1)
The provisions of this Subpart shall apply to all development on properties
that are entirely or partially located within the areas encompassed by the
takeoff/approach and transitional surfaces, as applied to lands surrounding
the Regina International Airport in accordance with regulations and
standards established by Transport Canada. These surfaces are defined in
the Transport Canada document Land Use in the Vicinity of Airports
(Reference TP 1247E).
(2)
For the purposes of this Subpart, “obstruction” is defined as development
that incorporates any building element or structure with a maximum
elevation that is determined in relation to the established geodetic elevation
for the Regina airport (currently 577.3 metres), including but not limited to
roof ridges, parapets, chimneys, ventilation units, antennas, signs and light
standards.
(3)
Any property to which this overlay zone applies will be identified on the
corresponding Zoning Map with the symbol “OLS” following that of the
underlying zone designation. For example, an affected property within the
Residential Multiple Housing Zone will be represented as “R6(OLS).”
(4)
For greater clarity and for reference purposes only, a depiction of the
applicable obstruction surface planes, including point elevations relative to
the airport reference point, is shown in Figure 10.4 of this Bylaw.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
12.3
OVERLAY ZONE REGULATIONS
Page 10.37
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
12.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary in this zone.
12.5
DEVELOPMENT STANDARDS
The development standards of the underlying zone shall apply, as specified in
Tables 5.6, 5.7, 5.8 and 5.9 of this Bylaw, except for maximum building height
where it exceeds the elevation limit established through the application of this
zone.
12.6
ADDITIONAL REGULATIONS
(1)
Applications for building/development permits involving properties within
this overlay zone shall be accompanied by either:
(a) a statement from Transport Canada Aviation (Regina International
Airport) that the proposed development does not include obstructions
that in any way exceed the obstruction limitation surfaces applicable to
the Regina airport; or
(b) certification by a professional engineer or architect licensed to practise
in the Province of Saskatchewan, confirming that the proposed
development does not include obstructions that in any way exceed the
obstruction limitation surfaces applicable to the Regina airport.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Page 10.38
OVERLAY ZONE REGULATIONS
Chapter 10
Figure 10.4: Obstruction Limit Surfaces Applied to Lands in Harbour Landing
City of Regina
Office Consolidation
Zoning Bylaw No. 9250
Chapter 10
10C.13
OVERLAY ZONE REGULATIONS
Page 10.39
PIPELINE CORRIDOR SETBACK OVERLAY ZONE [2009-1]
13.1
INTENT
(1) The Pipeline Corridor Setback Overlay Zone is intended to establish a
minimum setback requirement for permanent buildings and structures located
on properties adjacent to existing or future pipeline corridors, established and
occupied by TransCanada PipeLines Limited (TCPL) or its successors, which
has been requested to ensure that new development in proximity to TCPL
facilities does not impact on the safety and integrity of those facilities.
13.2
APPLICATION
(1) The provisions of this Subpart shall apply to all new development on
properties located adjacent to the TCPL corridor, or to other pipeline corridors
where the requirement for such a setback may be requested by the owners or
operators of such facilities.
(2) Any property to which this overlay zone applies will be identified on the
corresponding Zoning Map with the symbol “PL” following that of the
underlying zone designation. For example, an affected property within the
Residential Detached Zone will be represented as “R1(PL).”
13.3
PERMITTED USES
All permitted uses in the underlying zone are also permitted in this zone.
13.4
DISCRETIONARY USES
All discretionary uses in the underlying zone are also discretionary uses in this
zone.
13.5
DEVELOPMENT STANDARDS
(1) Subject to Subsection (2), the development standards of the underlying zone
will apply, as specified in Tables 5.6, 5.7, 5.8 and 5.9 of this Bylaw, except
for the application of minimum yard setbacks directly adjacent to the
registered pipeline corridor, which shall be as follows:
(a) The minimum setback of a permanent building or structure shall be 7.0
metres from any property/lot line adjacent to the pipeline corridor.
(b) The minimum setback for an accessory or non-permanent structure shall
be 3.0 metres from any property/lot line adjacent to the pipeline corridor.
City of Regina
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Zoning Bylaw No. 9250
Page 10.40
OVERLAY ZONE REGULATIONS
Chapter 10
(2) Where the applicable setback standards for the underlying zone are greater
than the standards established in Subsection (1), the standards of the
underlying zone shall apply.
13.6
NON-REGULATORY EXCEPTION TO DEVELOPMENT STANDARDS
Notwithstanding anything contained in Section 13.5 of this Subpart, the subject
property owner will be required to maintain in perpetuity any permanent fence
that may be constructed along the property/lot line adjacent to the pipeline
corridor, in accordance with any agreement or requirement that may be registered
as an interest against the property pursuant to The Planning and Development Act,
2007.
City of Regina
Office Consolidation
Zoning Bylaw No. 9250