Millet Industrial Area Structure Plan Bylaw 2020-05
Millet, Alberta
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Area Structure Plan
Millet Industrial Park
(formerly Railside Industrial Park 2015)
Amendments 2020
S 1/2 Section 33-47-24-W4M
Prepared For
Taryncroft Equities Ltd
Prepared By
ERW Consulting Inc
July 15, 2016
Amended January 30, 2020
Millet Industrial Park 2020 ASP
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Table of Contents
1.
INTRODUCTION
5
1.1.
AMENDMENT
5
1.2.
PURPOSE
5
1.3.
REGIONAL CONTEXT
6
1.4.
POLICY CONTEXT
9
1.5.
PROCESS
9
2.
EXISTING CONDITIONS
9
2.1.
NATURAL FEATURES
10
2.2.
EXISTING LAND USE
13
2.3.
EXISTING ZONING
13
2.4.
NATURAL RESOURCES
14
2.5.
EXISTING TRANSPORTATION FEATURES
14
2.6.
UTILITIES
17
2.6.1.
WATER AND SANITARY SEWAGE
17
2.6.2.
STORM WATER MANAGEMENT
17
2.6.3.
MAJOR UTILITY FACILITIES
17
2.6.4.
SHALLOW UTILITIES
18
2.7.
PUBLIC INPUT
18
2.8.
IMPLICATIONS FOR FUTURE LAND USE
24
2.8.1.
NATURAL FEATURES IMPLICATIONS
24
2.8.2.
EXISTING LAND USE AND ZONING IMPLICATIONS
24
2.8.3.
NATURAL RESOURCE IMPLICATIONS
26
2.8.4.
TRANSPORTATION IMPLICATIONS
27
2.8.5.
UTILITIES IMPLICATIONS
28
2.8.6.
IMPLICATIONS OF RELEVANT PLANS AND POLICIES
29
3.
FUTURE LAND USE
Millet Industrial Park 2020 ASP
29
Millet Industrial Park 2020 ASP
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3.1.
AREA STRUCTURE PLAN OBJECTIVES
31
3.2.
DESCRIPTION OF THE FUTURE LAND USE CONCEPT
32
3.3.
INDUSTRIAL DISTRICT
32
3.4.
DIRECT CONTROL DISTRICT
33
3.5.
FUTURE TRANSPORTATION SYSTEM
39
3.6.
FUTURE UTILITY SYSTEMS
42
4.
AREA STRUCTURE PLAN POLICIES
43
4.1.
LAND USE POLICIES
43
4.2.
TRANSPORTATION POLICIES
45
4.3.
UTILITIES POLICIES
45
4.4.
SITE DEVELOPMENT GUIDELINES
46
4.5.
STORM WATER MANAGEMENT
46
4.6.
GEOTECHNICAL CONDITIONS
48
4.6.1.
GEOTECHNICAL EVALUATION
48
4.6.2.
STORM WATER MANAGEMENT FACILITY
49
4.7.
MUNICIPAL WATER SUPPLY
50
4.8.
MUNICIPAL SANITARY SERVICE
50
4.9.
PLAN ADMINISTRATION AND IMPLEMENTATION
50
Millet Industrial Park 2020 ASP
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FIGURES
Figure 1
Regional Existing Land Use Context Map (revised)
Figure 2
Existing Site Conditions Map
Figure 3
Regional Transportation Features (revised)
Figure 4
Proposed Land Use Map (revised)
Figure 5
Site Development Plan Examples
Figure 6
ASP Site Coverage Analysis(revised)
APPENDICES (SUPPORT ITEMS FOR ASP)
Appendix A
Area Structure Plan 2007 (passed) Railside Business Park
-
Containing the following appendices
o
Appendix A: Storm Water Management Plan
o
Appendix B: Geotechnical Investigation
o
Appendix D: Letter to Attendees of Public Hearing held November 1, 2006
o
Appendix E: Site Development Guidelines
Appendix B(i)
Parkland Geotechnical Investigation Feb-2020 SW ¼ 33-47-24-W4M
Appendix C
Bunt Associates Traffic Impact Assessment dated May 27, 2016
Appendix C(i)
Bunt Associates Traffic Impact Assessment dated July 2019
Appendix D
Special Transportation Levy Contributing Area Map
Appendix E
ISL Eng. Storm Water Design Brief March 2020
Millet Industrial Park 2020 ASP
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1. INTRODUCTION
1.1.
AMENDMENT
The Millet Industrial Park 2020 Area Structure Plan is an amendment of the Railside
Business Park ASP which was adopted by the County of Wetaskiwin as Bylaw
2007/22 attached as Appendix A. The reason for the amendment is to reflect new
ownership in the land, a change in market demand that requires changes to land use
districts, and to provide an update regarding development activities on and adjacent
to the land since the adoption of the Railside Business Park ASP in April, 2007.
The Amendments January 2020 reflect changes following the annexation of the
land into the Town of Millet and to provide opportunities for a more
comprehensive marketing and development phasing strategy of the land.
1.2.
PURPOSE
This Area Structure Plan provides a framework for the immediate and long-term
subdivision and development of the lands located at SW and SE 33-47-24-W4M. The
Plan Area is located east of 48th St. (formerly RGE Road 244), and north of 45th Ave.
(formerly TWP Road 475). The site's proximity to the Town of Millet gives it considerable
potential for industrial expansion.
Since adoption of the ASP in 2007, a 40 acre area in the SW 32-47-24-W4M was
serviced for industrial lots plus a stormwater management pond has been constructed.
Due to an ownership change and a change in market conditions no sales have occurred
for industrial lots. Current market interest indicates that a combination of uses and lot
sizes would best suit timely development of the land. These uses include industrial
with managed open storage requirements and Direct Control.
The primary purpose of this Area Structure Plan is to identify appropriate locations for
such uses and provide an outline for development to meet parameters within the
County of Wetaskiwin Municipal Development Plan. The Area Structure Plan also
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considers how development will affect the surrounding lands, infrastructure, and also
endeavors to provide a flexible plan for the subdivision of the property into individual
lots.
One of the mandates of the County of Wetaskiwin Municipal Development Plan
identifies the need for timely development and absorption of land that is approved for
development. This amended ASP proposes land uses that will accommodate this
important consideration.
This area structure plan will adhere to all senior legislation including but not limited to
the Municipal Government Act and the Planning Act of Alberta.
1.3.
REGIONAL CONTEXT
The Millet Industrial Park 2020 ASP plan area in the regional context is shown
on Figure 1. Specifically, the plan area is bounded by 45th Ave.to the south, 48th
St. to the west, 53rd Ave. to the north, and RGE Road 243 to the east.
The lands located directly west of the property are within the Town of Millet limits.
These lands, located as SE 32-47-24-W4M, contain mostly residential and commercial
development. Highway 2A and the Canadian Pacific rail line also run through this
portion of Millet.
The quarter section of land directly east of the project site (SE 32-47-24-W4M) contains
the small acreage community called Pineridge Downs and is zoned CR. A 40 acre
parcel adjacent to Pineridge Downs contiguous to the east boundary of RRG 243 has
recently been zoned CR.
A portion of the section of land located directly south of the project site (NW 28-47-24-
W4) contains the County of Wetaskiwin's East Millet Waste Transfer Station.
Land within NW 28 47-24-W4M on the south side of 45th Ave. is zoned Industrial and
has been partially developed as an open storage site for the purpose of storing oil field
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pipe. Existing site development consists of limited servicing of sewer and water1.
Land within NE 32-47-24-W4M north of 53rd Ave. (formerly TWP Road 475 A) is zoned
Industrial and is referred to as the ProPipe Area Structure Plan. Existing site
development consists of limited servicing of sewer and water.
A parcel of land within NW 33-47-24-W4M is zoned Direct Control and is being used
as a liquid hauling enterprise. Existing site development consists of limited servicing of
sewer and water.
Land uses within the Town of Millet on the west boundary of 48th St. include single
family housing, a mobile home park and vacant land zoned future residential.
The predominant land use of other surrounding lands is agricultural.
1 Limited servicing of sewer and water is defined as servicing by methods other than by a permanent
connection to municipal utility infrastructure. This can include the use of; water wells, potable water storage
tanks, sanitary field systems and sanitary pump-out systems.
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Figure 1
Regional Existing Land Use Context Map (revised)
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1.4.
POLICY CONTEXT
The Council of the County of Wetaskiwin No. 10 requires that an Area Structure Plan
be completed for any proposed subdivision that will create three (3) or more parcels.
This subdivision falls within this requirement. As such, this Area Structure Plan has
been prepared as per the County of Wetaskiwin's Area Structure Plan Policy I
Requirements.
The Millet Industrial Park 2020 Area Structure Plan meets the requirements of
Section 633 of the Municipal Government Act, which describes, at a broad level of
planning, the proposed sequence of development, land uses, overall density, and
infrastructure requirements within the plan area.
1.5.
PROCESS
The plan preparation process began by gathering, reviewing and analyzing all relevant
information pertaining to future development options within, and around, the plan area.
Secondly, a number of studies to support the ASP, but not a part of the ASP including
Storm Water Management, Traffic Impact Assessments, and Geotechnical
investigation, Site Development Guidelines.
In addition to the studies, a Public Information Session was held on Nov.1, 2006 at the
Hugo Witt Room of the Millet Agriplex. This meeting was for landowners and residents
from the plan area as well as representatives from the Town of Millet. The public
session provided valuable input and direction in regard to planning the future of the
Millet Industrial Park 2020. Input obtained through the public consultation process
will be considered when completing the subdivision design. Information follow up
is in Appendix D of Appendix A.
2. EXISTING CONDITIONS
The boundary of the Millet Industrial Park 2020 Area Structure Plan is defined by SW
and SE 33-47-24-W4M. The development site contains approximately 123 hectares
(304 acres). Currently, the plan area is zoned for industrial uses but is largely
undeveloped. This section summarizes the existing conditions of this area that are
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significant for identifying an optimal future land use concept, and for formulating
appropriate Area Structure Plan policies.
2.1.
NATURAL FEATURES
The topography of the subject quarters has positive drainage to the south. The vast
majority of the area has been cleared for agricultural purposes. Stripping and grading
of the land on the SW 33-47-24-W4M has been done since 2007. Servicing on the SW
corner of this quarter section includes the installation of water, sewer and stormwater
utilities plus a storm water management pond has been constructed. There are a few
tree stands located in the southwest and in the northwest part of SE 33-47-24-W4M.
Future development should be encouraged to provide opportunities for tree, shrubbery
and foliage in their landscaping plans.
Existing topography and environmental features are shown on Figure 2 and include:
-
The majority of the SE 33-47-24-W4M is grassland that slopes from 1 to 5
percent towards the south ditch (which is within the right of way of 45th Ave.).
-
The majority of the SW 33-47-24-W4M is stripped without final development
grades with slopes from 1 to 5 percent towards the south ditch (which is
within the right of way of 45th Ave..
-
There is an abandoned farm yard located in the northwest portion of
SE 33-47-24-W4M.
-
There are poplar trees & bush located in the southwest portion of
SE 33-47-24- W4M. Grading of the area will most likely result in the removal
of most of these trees.
Lower elevations in the southern portion of the property provide opportunities for
integration into the local storm water management system. The Storm Water Design
Brief found in Appendix E provides a detailed explanation of storm water management
requirements for the site. Generally, the Storm Water Management Plan identifies a
requirement for approximately 35,000 cubic meters of storage. This storage
requirement will utilize approximately 3 hectares (7.4 acres) of area. The active storage
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area will be identified as a Public Utility Lot. A storm water retention pond was designed
and constructed in 2008 based on the accepted Storm Water Management Report
2006 prepared by A.D. Williams Eng. Upon completion of an outfall connection this
storm water retention system will manage the surface run-off of the Phase 1 lands (75
acres) located in the west half of SW ¼ 33-47-24-W4M. A second storm water
management report will be required for the balance of the lands in Millet Industrial
Park.2
2 see ISL Engineering Design Brief March 2020
Millet Industrial Park 2020 ASP
Millet Industrial Park 2020 ASP
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Figure 2
Existing Site Conditions Map
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2.2.
EXISTING LAND USE
The predominant land use within this area is zoned as Industrial but is not developed.
On the SW ¼ 33-47-24-W4M, the majority of the land is vacant and there are no
farming activities on the land. There is a nuisance ground area located in the south-
eastern portion of SW 33-47-24-W4M. The nuisance ground is the Town of Millet old
dump site. Currently, the nuisance ground area consists of native grasses. The
nuisance ground property is owned by others. This nuisance ground will affect the
development of this site arising from setback requirements setforth in Alberta
Regulation 43/2002 Subdivision and Development Regulation. The County of
Wetaskwin's Waste Transfer Facility located on the south-side of 45th Ave. imposes
similar restrictions on the development of this site.
The Alberta Government's Soil Information Viewer rates most of the area's soils as
Class 1 and 2. Stripping of topsoil within the SW 33-47-24-W4M has occurred since
2008.
The SE 33-47-24-W4M is used as pasture for a local ranching operation until needed
for development and subdivision. Additional environmental and ground water studies
of the land adjacent to the nuisance ground and the waste transfer station to the south,
indicate that the setback areas may be eligible to be removed or reduced. This will
expand any opportunity for commercial enterprises and food establishments to be
located at the main entry to the property.
2.3.
EXISTING ZONING
The current land use within the plan area is shown on Figure 1. The land use districts
applicable to the plan area under the County of Wetaskiwin's Land Use Bylaw No.
95/54 are as follows:
-
SE 33-47-24-W4M - currently zoned as Industrial
-
Portion of SW 33-47-24-W4M - currently zoned as Industrial
-
Portion of SW 33-47-24-W4M - currently zoned as ILF ( Old Nuisance
Grounds) 2.38 acres
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2.4.
NATURAL RESOURCES
The updated Parkland Geotechnical Investigation Feb-2020 geotechnical report for the
Industrial Park can be found in Appendix B(i). This report describes the subsurface
conditions of the site. The lithological sequence of soils is described as topsoil I organic
silty sand ("browns") overlying sand which overlie weathered sandstone. An isolated
clay layer was encountered in one test hole. Overall the site presents favourable soil
conditions for development of the site with the exception of the possible high plastic
clay in certain areas.
According to the Alberta Geological Survey Maps and the geotechnical investigation of
the site, there are no substantial gravel deposits underlying the site.
2.5.
EXISTING TRANSPORTATION FEATURES
Figure 3 illustrates the major features of the plan area's existing transportation system.
The system is comprised of four roadways surrounding the site. These features are
described as follows:
-
53rd Ave. bounds the plan area to the north. This two lane gravel roadway
currently serves residents in the area, as well as traffic that needs to access
the Town of Millet and Highway 2A from the northeast. Although not formally
designated or policed as a truck route, sections of this road are being used
for trucking.
-
RGE Road 243 bounds the plan area to the East. This two lane gravel roadway
currently serves residents in the area.
-
45th Ave. bounds the plan area to the south. This two lane paved roadway
currently serves residents in the area, as well as traffic which wishes to access
the Town of Millet and Highway 2A from the east.
-
48th St. bounds the plan area to the west. This two lane gravel roadway
currently serves residents in the area, as well as traffic which needs to access
the Town of Millet and Highway 2A from the northeast. Although not
designated as a truck route, sections of this road are being used for trucking.
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This Area Structure Plan is designated for the development of Millet Industrial Park
within lands SE and SW 33-47-24W4M. The Traffic Impact Assessment indicates that
the Highway 2A intersection is a pre-existing condition that should be upgraded. The
best approach is to upgrade and develop this intersection in combination with Millet
Industrial Park 2020 and other developments.
Portions of 53rd Ave. and 48th St. are currently being used as unapproved truck routes
by adjacent industrial businesses and it is anticipated that this will continue.
The updated Transportation Impact Assessment July 2019, attached as Appendix C(i),
was prepared by Bunt Eng. to explore the possible impact should a significantly higher
scenario of employment occur in the Area Structure Plan area.
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Figure 3
Existing Transportation Features (revised)
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2.6.
UTILITIES
2.6.1. Water and Sanitary Sewage
Water and sewer utilities were installed in approximately 2008 at the south west corner
of SW 33-47-24-W4M. These utility lines have not yet been connected to the Town of
Millet water and sewer systems. In 2017, the Capital regional water line connected to
the Town of Millet. Existing water consumption restrictions of 300 m³/day imposed on
the land will be lifted and, where appropriate, replaced by other water and sewer
restrictions as determined through engineering design and municipal capacities then
available to service the land.
Payment for connections to water and sanitary sewage systems will be to the Town of
Millet and will be determined in the Development Agreement.
2.6.2. Storm Water Management
Storm water within the plan area currently drains via overland flow as well as through
the road ditches that surround the site. Storm water management facilities, therefore,
should be located to take advantage of the natural low areas where possible. A storm
water management pond was constructed in approximately 2008 at the south west
corner of SW 33-47-24-W4M. Underground storm pipe is installed almost to the corner
of TWP Road 475 and RGE Road 243. The storm pipe is not connected to flow to its
ultimate overland outfall in an alignment in 48th St. south of 45th Ave.
2.6.3. Major Utility Facilities
Power connection for the development will be through FORTIS. FORTIS has power
lines in the area that serves the Town of Millet as well as rural residents.
Block 6 in the amended Land Use Zone Analysis Map may accommodate industrial
users requiring larger than normal amounts of electrical power. A 'self-supplied power
generation facility' may be constructed on this block to provide for these exceptional
power needs and will be subject to AUC Rule 007.
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2.6.4. Shallow Utilities
An existing natural gas low pressure service line runs through SW 33-47-24-W4M on a
north south axis.
The SE 33-47-24-W4M contains a high pressure and a low pressure natural gas line.
2.7.
PUBLIC INPUT
The comments noted in section 2.7 Public Input in normal text are those provided
in the original Proposed Railside Business Park ASP that was adopted in 2007.
Italicized comments reflect current conditions as of July 2016.
The public communications component of the plan preparation process involved a
Public Information Session. A public information session was held Nov. 1, 2006 in the
Hugo Witt Room of the Millet Agriplex. Approximately 60-70 people attended the
meeting. The information session informed attendees of the development and provided
an opportunity for their input in regard to possible design I construction issues. The
issues brought forward during the public information sessions are summarized as
follows:
Traffic Issues:
-
Many local residents were concerned about traffic issues on Highway 2A and 45th
Ave. Residents were worried that with the addition of new traffic accessing the
Business Park, along with the existing traffic (specifically truck traffic) using
Highway 2A, that both Highway 2A and 45th Ave. will have more traffic than they
were designed for. There were concerns that this would result in excessive wait
times at intersections as well as safety concerns on both roadways.
Alberta Infrastructure and Transportation (A.I.T.) are responsible for upgrading
and maintaining Highway 2A. A Traffic Impact Assessment has been completed
for the current condition of the intersection of Highway 2A I Highway 616 I and
45th Ave.. This report is being reviewed and will be come back with a response
from A.I.T. with respect to A.I.T. guidelines. The report indicates that the
current status (prior to Millet Business Park traffic) of this intersection is
substandard.
Millet Industrial Park 2015 ASP
Millet Industrial Park 2020 ASP
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For more information see Highway 2A and Highway 616 Traffic Impact
Assessment.
A traffic impact assessment has been completed for the two accesses entering
from the south side of the development. Details of the intersections are
contained in the Traffic Impact Assessment that can be found in Appendix C of
Appendix A. The Developer will be responsible for the upgrades of all
subdivision access points.
A functional study of the Highway 2A upgrade at Highway 616 was completed
in 2011 by Alberta Transportation and in addition a Millet Industrial ASP
Transportation Impact Assessment was prepared by Bunt and Associates in May
2016 that can be found in Appendix C of this document.
-
There was some concern that traffic volumes on 45th Ave., RGE 243, and 48th St.
would substantially increase due to the development. There was also concern
that truck traffic on these roadways would increase due to trucks trying to avoid
the Highway 2A - 45th Ave. intersection.
It is not expected that traffic volumes on 45th Ave., RGE 243, or 48th St. will
increase substantially as a result of the subdivision development. Millet
Business Park Subdivision has no public accesses on these roadways. This will
substantially limit the number of new vehicles that travel on these roadways. All
traffic is expected to use 45th St., Highway 2A, and Highway 814 to access the
subdivision.
The roads 53rd Ave., RGE 243, or 48th St. are not truck routes. It will be the
responsibility of the Town of Millet and Wetaskiwin County to ensure that no
trucks will be permitted to bypass the lights at Highway 2A and 45th Ave. by
travelling on the roadways listed above. If additional signage is required, the
Developer will cost share with respect to truck routes for area affected by this
development.
There are no traffic lights at the intersection of Highway 2A and 45th Ave. The
Traffic Impact Assessment prepared by Bunt and Associates in May 2016
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identifies that there may need to be signalization and lane changes to this
intersection in the future. An update of the traffic assessment prepared by Bunt
and Associates in July 2019 examined timing of intersection improvements on
Hwy. 2A at 45th Ave. and at 53rd Ave. based upon low and high employment
scenarios.
-
Other concerns from residents centered on how the traffic will be kept off of the
subdivision's northerly emergency access, as well as the purpose of disallowing
public traffic use of the northern accesses.
The two proposed northerly emergency accesses will be designed to be used
only if there is some type of blockage to the two accesses to the south of the
subdivision. The northern accesses will be constructed with crash gates, or
barricades, so that only emergency vehicles can use them.
The purpose of not permitting traffic to enter the subdivision from the north is to
limit the number of existing roadways that are affected by the development. This
also helps in limiting the number of local residents that are affected by increased
traffic volumes on their local roadways.
The present ASP does not permit traffic to enter the subdivision from the
north, west, and east bounding roadways. A new temporary access road was
approved in 2019 connecting Millet Industrial Park to 48th St. This temporary
access will be removed upon the completion of the main road entrance on
45th Ave.
Rezoning Issues/Questions:
-
What is the likelihood of the eastern quarter remaining as an Urban Fringe zoning
instead of changing to Industrial zoning?
Is it the intent of the Developer to move forward with a request to rezone the
subject property to industrial?
It is the intent of the Developer to move forward with a request to rezone the
subject property to Industrial.
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Since the adoption of the ASP in 2007, the SW 33-47-24 W4 has been zoned to
industrial land use.
-
If the subdivision is approved, what types of restrictions will there be on building
timelines? For example, if a subdivision user purchases a lot, will there be
restrictions on how quickly he must develop his site?
The Developer will not include restrictions on time of development.
-
What types of businesses will be going into the Millet Business Park and what
will the business hours be?
It is likely that the majority of potential industrial park users will be involved in
either oilfield or agricultural supply and service businesses. Thus, the operation
of each business will be subject to the bylaws of Wetaskiwin County
Note: The municipal reserve areas along the north, east and west sides of the
subdivision will provide a visual and sound attenuation buffer between the
subdivision and adjacent residents. The 20 m wide buffer will consist of a topsoil
berm that will be planted with native trees and bushes. At eye level, the berms
and vegetation will provide a complete visual buffer. It will also limit noise
generated from within the subdivision. Further information on the buffer zones
can be found in the Site Development Guidelines in Appendix E of Appendix A.
Utility Issues/Questions:
-
Is the Town of Millet's water and sewer system able to handle the increased
loading that will result from the addition of the Millet Business Park?
Both Millet's water and sewer system currently have the capacity to service the
Millet Business Park. Both systems are currently designed to handle a
population greater than the current population of Millet. This includes the sewage
lagoon. The addition of the Millet Park will not adversely affect any of the
system's current users. As the Town of Millet is responsible for providing water
and sewer service to the development, industrial users will have to apply (usually
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in a Service Agreement) and be approved for hook-up to the water and sewer
systems prior to the development permit process.
-
If further development occurs as a result of this development, will Millet's water
and sewage system still be able to handle the extra loading?
The Town of Millet has future plans to upgrade the water supply and sewage
lagoon systems when the Town reaches a threshold population.
It is anticipated that the Millet Industrial Park 2020 will be serviced by a regional
waterline when it is available. The planned upgrading of the Town of Millet
sewage lagoon will accommodate Millet Industrial Park 2020. An interim
solution of sanitary pumped out holding tanks may be possible.
-
How will the development affect local water wells in the area? Can subdivision
land owners drill their own water wells if they want to?
Local water wells are not expected to be affected by the proposed Millet
Business Park. The subdivision will be connected to the Town of Millet's water
system and therefore will not draw water from private wells thereby not affecting
nearby resident's water wells.
-
Where are the Town of Millet's water wells in relation to the proposed Millet
Business Park? Will they be affected by any possible pollution from the
subdivision?
The Town's water wells are located in various locations around the Town of Millet,
to the west of the proposed Millet Business Park. Stormwater management for
the subdivision site will be accomplished through an overland drainage system
consisting of ditches and drainage swales. These ditches and swales will direct
runoff to a stormwater detention pond located within the subdivision. In the event
of a spill of a pollutant, the pollutant will be restricted to the ditches and the storm
pond. There is an expectation that the pollutant will be discovered in these
locations before it leaves the site. This will prevent neighbouring sections of land
from being affected by any possible pollution. Alberta Environment standards and
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guidelines will have to be followed for cleanup and containment in the event of
the pollutant being spilled on site. These standards will also define how
hazardous materials can be stored on site.
Buffering Issues/Questions:
-
What is meant by the "buffering" in the municipal reserve and what will the buffer
consist of? Will it provide a sound barrier?
The municipal reserve areas along the north, east and west sides of the
subdivision will provide a visual and sound attenuation buffer between the
subdivision and adjacent residents. The 20 m wide buffer will consist of a topsoil
berm that will be planted with native trees and bushes. At eye level, the berms
and vegetation will provide a complete visual buffer. It will also limit noise
generated from within the subdivision. Further information on the buffer zones
can be found in the Site Development Guidelines that are in Appendix E of
Appendix A.
Miscellaneous Questions/Issues:
-
How will property values of the land adjacent to the subdivision change due to
the development?
This is beyond the scope of this document.
-
Is there potential for the railway to expand in the area? Will there be a rail spur
from the existing rail line to this new subdivision?
Currently, there are no plans to extend a rail spur from the mainline to the Railside
Business Park. There is, however, room for expansion of a rail spur near the
location of the old grain elevators. If a rail spur is required in the future, it will likely
be installed near the location of the old grain elevators. The development of a
loading area will require further traffic study and separate approval.
-
What will be done with the remains of the old landfill?
The remains of the old landfill will be excavated and hauled away to the West
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Dried Meat Lake Landfill Site located near Camrose, Alberta.
Approximately 5500 m3 of earth was removed from the nuisance ground site in
2008. Monitoring test holes were drilled to a depth of 25 feet to determine if the
water table was contaminated by the landfill. An application for a reclamation
certificate has not been made by the landowner.
2.8.
IMPLICATIONS FOR FUTURE LAND USE
Significant implications in regard to opportunities and constraints to future land use
and development in the plan area result from the area's existing conditions, relevant
plans and polices, and the public input obtained through the communications process.
The most significant implications are as follows:
2.8.1. Natural Features Implications
-
The gently sloping topography of the lands, make these lands highly visible
from 45th Ave. This means that the lands may be more valuable for business
industrial uses, but also creates the challenge to ensure that development
is visually attractive. The reader is directed to Appendix E of Appendix A
"Site Development Guidelines" for information regarding managing the
visual components of the development.
-
The lower elevations in the southern portion of the property will provide
opportunities for storm water management. Locating storm water
management facilities in the southern portion of the site allows the majority
of the site to naturally drain towards them. The remainder of the low areas
will be filled and graded for incorporation into saleable lots.
2.8.2. Existing Land Use and Zoning Implications
-
Although most of the plan area is considered above average agricultural
land, development pressures and general public input suggest that
support exists for oilfield/agricultural industrial servicing uses. The public
recognizes that the proximity of the area to the Town of Millet and
Highway 2A, and the resultant increases in land values have reduced
Millet Industrial Park 2020 ASP
Page 25 of 51
the viability of conventional extensive agricultural operations. Municipal
Development Plan policies support the use of better lands for non-
farming purposes in
-
The nuisance ground in the southern part of SW 33-47-24-W4M will affect
the development of the site. Alberta Regulation 43/2002 Subdivision and
Development Regulations states:
-
Subject to subsection (5), a subdivision authority shall not approve an
application for subdivision for school, hospital, food establishment or
residential use if the application would result in the creation of a building
site for any of those uses
(a) within 450 metres of the working area of an operating landfill,
(b) within 300 metres of the disposal area of an operating or non-operating
landfill,
(c) within 450 metres of the disposal area of a non-operating hazardous
waste management facility, or
(d) within 300 metres of the working area of an operating storage site.
Subsection (5) referenced above contemplates:
The requirements contained in subsections (1) to (4) may be varied by a
subdivision authority or a development authority with the written consent
of the Deputy Minister of Environment and Sustainable Resource
Development.
-
Steps have been taken by the owners of the nuisance grounds to
redesignate/reclaim the site by removal of 5,500 m3 soil within the
nuisance ground. This material was disposed of at an approved location.
Monitoring test holes were drilled to a depth of 25 feet to determine if the
ground water table was contaminated by the land fill. No water table was
identified within the 25-foot depth. The current owners of the property
have not yet applied for a reclamation certificate. There are two ways that
300-meter Nuisance Ground setback can be released. One option is for
Millet Industrial Park 2020 ASP
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the owner of those lands to obtain a Reclamation Certificate and the other
is for the various jurisdictions having authority to grant a release or
reduction of the setback.
-
Nothing in this document shall compromise the rights of the nuisance
ground owners to have not less than one uninterrupted road access or the
rights to tie into the Millet Industrial Park lands services and road works
of any of the lands subject to this ASP at normal commercial terms if,
as and when constructed and such access is subject to the approval of
the County, if any such approvals are required. "Under the Municipal
Government Act and Subdivision and Development Regulations, every
titled lot must have physical and legal public access. For safety and
practical reasons, the County has the care and control of all access
points off Township and Range road rights of way and at the
County's discretion may require the removal, relocation or replacement
of accesses in its road rights of way, however, the County will ensure
that both legal and physical access will always be a requirement for each
individual titled lot.
-
Hours of operation will be regulated through the development process.
-
The proposed land use pattern provides a basis for providing industrial,
open space industrial and commercial land uses to the plan area.
-
The current zoning of the SW and SE 33-47-24-W4M is Industrial.
-
Development of the identified properties could open the opportunity for
adjacent properties to take advantage of the upgraded infrastructure.
2.8.3. Natural Resource Implications
-
No significant development constraints result from the existing natural
resources and related features that are contained within the Millet
Industrial Park 2020 area.
-
There are no gas or oil wells in the immediate vicinity of the development
site.
Millet Industrial Park 2020 ASP
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2.8.4. Transportation Implications
-
45th Ave. provides high quality visibility for business development purposes
on the south side of the project site. There are two proposed subdivision
accesses off of 45th Ave. The new intersection from SW 33-47-24-W4M to
the 45th Ave. will be built to a Type IVa immediately. The second access
that will join SE 33-47-24 W4M to 45th Ave will be built to a Type IVa
intersection with the timing linked to lot sales. For more information on Type
IVa accesses see Traffic Impact Assessment in Appendix C of Appendix A.
-
The industrial development in NW 28-47-24-W4M (Shipway Industrial) on
the south side of 45th Ave. currently has its access immediately south of the
access into the SW 33-47-24 W4M of Millet Industrial Park 2020. It will
be requested that the Shipway Industrial access be upgraded by Shipway
Industrial to proper standards to match that of Millet Industrial Park 2020.
-
There are also two proposed emergency only accesses to the subdivision,
both on the north side of the subdivision. This access will not be used by
everyday traffic. It will be used only as a controlled all weather access for
emergency response.
-
The Developer and the County will enter into a Development Agreement to
have the Developer pave roadways built to Industrial Standard and
provided in conjunction with development on the site. The design period
for the pavement structure will be 15 years. The roadway will be 12.5 M in
a 30 M roadway right of way. Entry road right of way width at connections
to 45th Ave. will be 40 meters. All design and construction must be
reviewed and approved in accordance with the County's Design and
Construction Standards.
-
In September 2019, a new temporary access was granted by Town
Council to connect the SW 33-47-24-W4M to 48th St. which is the primary
access route for the industrial developments located north of 53rd Ave. in
the Town of Millet. This temporary access will be removed upon
construction of the main entrance access on 45th Ave.
Millet Industrial Park 2020 ASP
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2.8.5. Utilities Implications
The Millet Industrial Park Development has a number of gas lines running through it.
All gas lines are owned and operated by AltaGas Utilities Inc. Refer to Figure 2 for
general gas line locations.
-
There is an existing pipeline that runs through the western portion of
SE 33-47-24-W4M. The pipeline runs from the northwest to the southeast.
The gas line inside the pipeline easement area shown on Figure 2 is a 2
inch, high pressure, aluminum gas pipeline which was originally
constructed by IGC Utilities and is now owned by AltaGas Utilities Inc. The
easement of the pipeline is 5 m on either side of it. This pipeline will affect
the construction and development of this site. The lot layout of the site will
have to accommodate the pipeline layout. No permanent or temporary
structures should be placed over the gas pipeline right-of-way. Some land
uses, such as storage yards, berms, parking lots, etc. may be used over
the right of way. However, any land use over the right of way should be
discussed with the pipeline licensee to ensure the pipeline integrity will not
be compromised. While representatives for AltaGas have indicated that it
will not be feasible to move this high-pressure line, it is likely that the line
will have to be lowered to accommodate multiple roadways and ditch
crossings. The Energy Utilities Board's (EUB) guidelines should be
consulted before working around this pipeline.
-
There are a number of ¾ inch Polyethylene service lines located in both the
southwest and southeast quarter sections. These gas lines are shown in
Figure 2. Representatives for AltaGas have indicated that it will be possible
to move these lines to accommodate the development of the site.
Specifically, the line running north to south through the west-central portion
of SW 33-47-24-W4M can be moved to the west so that it is adjacent to
the 48th St. right of way. This realignment would leave this quarter section
free of gas lines.
Millet Industrial Park 2020 ASP
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-
The 3/4 inch Polyethylene service line that runs north to south through west
central portion of SE 33-47-24-W4M is within the right of way of the 2 inch,
high pressure line for most of its length. Since the 2 inch line will most likely
not be moved, it is not practical to move the 3/4 inch Polyethylene line.
However, some realignment of this ¾ inch line may be necessary in the
north western portion of this section. It is likely that the line will have to be
lowered to accommodate multiple roadways and ditch crossings. The
Energy Utilities Board's (EUB) guidelines should be consulted before
working around this.
-
The Town of Millet has existing water and sewer lines located directly west
of the proposed subdivision location. This provides the opportunity for
connection of the proposed subdivision's water and sewer lines to the
Town of Millet's existing infrastructure. The Developer's water and sewer
services to connect to the Town of Millet must also have the provision, if
applicable and required, for oversizing for future connections and as such
have Endeavor to Assist clauses from benefitting developments back to the
Developer of Millet.
2.8.6. Implications of Relevant Plans and Policies
-
Wetaskiwin County uses Land Use By-law 95/54 and the Municipal
Development Plan as two planning tools for making decisions on
development permits, rezoning applications, business approvals and such.
3. FUTURE LAND USE
The Future Land Use Concept proposed for the Industrial Industrial Park 2020
Area Structure Plan is shown on Figure 4. The plan recognizes the implications
summarized in Section 2.8. As a result, the plan reflects the findings of the review
of all relevant background information. Specifically, the concept responds to the
following critical factors:
-
Wetaskiwin County's existing statutory plans, with particular emphasis on
the Municipal Development Plan;
Millet Industrial Park 2020 ASP
Page 30 of 51
-
existing conditions such as natural features, current land uses, utility right
of ways, parcel boundaries, and subdivision and development proposals,
which result both in opportunities and constraints for future land use;
-
existing and proposed transportation features;
-
the recognition that, in the foreseeable future, water will be and sanitary
service may be provided through the Town of Millet;
-
the timely development of land following the cessation of agricultural land
use activities.
The foregoing factors are reflected in the Plan objectives.
A revised Figure 4 Land Use Zone Map is appended to these amendments. The revised
policies used to generate Figure 4 are:
-
The phasing of the lands is flexible and can be changed in response to
attracting end-users requiring a certain type of industrial land.
-
Development servicing and subdivision may start simultaneously in the
SW 33-47-24-W4M using 48th St. access and 45th Ave. access.
-
Initial subdivision will be into Blocks. Later, as industrial users are
committed, a further subdivision into Lots will take place.3 An exception are
the lots designated as Direct Control.
Direct Control has been designated for 4 sites. This is to accommodate a wider range
of users that the developer and the municipality wish to attract. Judicious use of the
Direct Control zoning provides a broader opportunity to attract certain end-users while
continuing to vest zoning control with the Millet's Council. The intent of each of the
Direct Control cells is described below:
-
DC 1 Cell is designated as Direct Control to facilitate the potential of short
and medium term land leases for industrial users who are not considering
land purchase at this time. 4 Permanent building structures are not
encouraged in this cell. By allowing these objectives to be met on
3 As contained in the Development Agreement, the applicable acreage levies and assessments will be payable
to the Town of Millet at the time of subdivision into Blocks.
4 Uses within the DC zoning land use require approval by Millet Town Council.
Millet Industrial Park 2020 ASP
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individual sites having flexible boundaries for expansion, DC 1 Cell is an
important economic development generator having the potential to
convert short term users into buyers elsewhere in the Area Structure Plan
area.
-
DC 2 Cell is designated as Direct Control to facilitate the potential of
medium term stay accommodation with partial services for workers in the
adjacent employment lands.
-
DC 3 Cells 1 & 2 are designated as Direct Control to facilitate the
potential of commercial opportunities at the main entrance to the lands. A
zone with flexibility to accommodate Commercial and Highway
Commercial users requiring superior access and exposure.
3.1.
AREA STRUCTURE PLAN OBJECTIVES
The Future Land Use Concept reflects the following key objectives of the proposed
Millet Industrial Park 2020 Area Structure Plan:
-
To provide the opportunity to fully realize the development potential of the
plan area.
-
To protect the integrity of all highways and associated intersections
affected by the Millet Industrial Park 2020 Area Structure Plan, to the
satisfaction of Alberta Transportation, while still recognizing the
opportunities these features provide for development purposes. The Town
of Millet will facilitate the processes necessary for developers that are
responsible for the intersection upgrades, as directed by Alberta
Transportation guidelines. The intent of the Developer is to work with the
authority groups to facilitate an agreeable solution.
-
To protect significant environmental features in their natural state, to the
extent possible.
-
To utilize significant environmental features for landscaping and storm
water management.
Millet Industrial Park 2020 ASP
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-
To minimize future land use conflicts by promoting a compatible land use
pattern, and by applying effective screening and buffer techniques, or an
appropriate combination thereof.
-
To recognize the physical capacity of the plan area to sustain development
based on the understanding that municipal water and sanitary sewer will be
provided by the Town of Millet.
-
To promote industrial and commercial uses which meet the policy criteria
of the Municipal Development Plan in terms of the types of such uses which
are best suited to the County, while recognizing that certain uses are better
suited to the highly visible portions of the plan area than others.
-
To encourage the development and application of design, landscaping and
signage guidelines to enhance the visual qualities of industrial/commercial
development.
-
To provide a flexible lot layout which can be modified during design and
development to suit the client's needs.
3.2.
DESCRIPTION OF THE FUTURE LAND USE CONCEPT
Two land use categories are proposed by the concept shown on Figure 4. These uses
are described below in the context of the overall concept.
3.3.
Industrial District
Industrial District land uses within the Millet Industrial Park 2020 ASP include agri-
based uses (service and supply), natural resource servicing operations, indoor
or
outdoor
manufacturing,
indoor
or
outdoor
sales,
transportation,
warehousing, distribution, rental service businesses, open storage and other
uses that take advantage of major existing transportation linkages.
Industrial District usages may have open storage use on lots. Industrial District lots will
Millet Industrial Park 2020 ASP
Page 33 of 51
have lots that require buildings as well as lots that do not require buildings although a
building or buildings may be part of any lot development. Figure 4 identifies generally
where industrial lots will have buildings and other lots that might not have buildings.
The open storage area on all development lots within the Millet Industrial Park 2020
ASP area will not exceed 67% of the total net developable area of the land in the ASP
area.
It is anticipated that each Industrial District lot may have unique outdoor open storage
requirements. Some lots may use less and others may use more than 67% outdoor
storage of the lot area. Open storage area on each lot will be calculated and monitored
as the ASP area is developed to ensure that when the land is fully developed, it will not
exceed a maximum of 67% open storage area overall.
Each lot owner will enter into an agreement with the Developer or Land Owners
Association that defines the amount of open storage area on the lot. This agreement
will be registered as a covenant on the Land Title for the lot.
Calculation and monitoring of the open storage use areas will be the responsibility of
the Developer or Land Owners Association. The County will not manage or enforce the
open storage area agreements between lot owners and Developer or Land Owners
Association.
For clarity, open storage area is defined as the area of land used only for open storage
and does not include areas of the lot for such uses as buildings, landscaping, parking,
circulation, outdoor sales and product display, outdoor manufacturing, marshaling,
modular yards, trans-loading facilities, private on site storm water management areas,
or other non open storage uses.
3.4.
Direct Control District
Direct Control District land uses include retail service commercial businesses,
commercial recreation vehicle storage and mini storage business and other businesses
such as highway commercial uses that service the travelling public.
Factors considered in designating the lands for Industrial District and Direct Control
Millet Industrial Park 2020 ASP
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District uses include:
-
Future compatibility with the Town of Millet Municipal Development Plan.
-
The shared use of transportation infrastructure encouraging compatible
development on neighbouring land areas.
Although it is recognized that the lands proposed for industrial and direct control use
are rated as better agricultural land, the Municipal Development Plan allows for the
conversion of such land to non-farming activities for industrial and commercial
expansion next to major transportation corridors or populated areas.
Although the proximity to the Town of Millet and Highway 2A provide a high quality of
exposure and visibility to future developments, this same visibility also creates a
challenge to ensure that development is visually attractive. Due to the fact that some
users may be backing onto residents of the Town of Millet and adjacent country
residential development in the County, proper landscaped buffering, combined with
common standards for signage, building facades, fencing and storage are required.
The Site Development Guidelines in Appendix E of Appendix A outlines the
landscaping, signage and building architectural requirements.
To ensure that all of the Industrial District Common Area land is not fully developed
before any Industrial District Lots with buildings the County will, through the
Development Agreement, require the Developer to maintain a minimum number of
acres of serviced, ready for development Industrial District lots that are available for
sale to the market until such time that all the planned Industrial District lots are sold.
The balance between the development of Industrial District Common Area and
Industrial District lots with buildings will be as follows:
-
The Developer will be allowed to develop the first 50% of Industrial District
Common Area prior to completing the minimum number of serviced lots.
-
Prior to developing any additional Industrial District Common Area land, the
Developer must develop a minimum of 15 gross acres of land located in the
Millet Industrial Park 2020 ASP
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existing Phase 1 development.
Following development of the initial Industrial land, the Developer can proceed with
further development of Industrial District Common Area lands conditional upon:
-
The Common Area land is correctly zoned and approved for development with
a development agreement executed.
-
The Developer maintains a minimum 5-acre inventory of serviced Industrial land
for sale. This will meet the County's economic development goal of providing
an inventory of serviced 'shovel ready' land.
-
If buildings are subsequently developed on the Common Area Land, the
Developer or Land Owners Association may, by following the formulaic
approach described herein, determine that this effectively reduces the actual
percentage of open storage on this parcel thus freeing up unallocated open
storage for elsewhere within the project.
Figure 4 identifies the proposed land use districts layout on the site. Note that the
mapping is schematic only and is subject to change.
Figure 5 shows possible site development plan examples. It identifies how various
uses on a lot are combined to provide a net area for open storage use on the lot. It is
anticipated that each lot will be different depending on the needs of the user.
Figure 6 shows a Site Coverage Analysis example showing possible net percentages
of open storage use on the proposed land uses within the ASP area. The Developer
will manage and monitor, through agreements with lot owners, the amount of open
storage use on each site.
Millet Industrial Park 2020 ASP
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Figure 4
Proposed Land Use Map (revised)
Millet Industrial Park 2020 ASP
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Figure 5
Site Development Plan Examples
2633 KS
51.82
91.44
91.44
178.00
43.19
NUISANCE GROUND AND ACCESS
Storm Water
Management
IN Cell 4
IN Cell 6
IN Cell 3
DC
Cell 5
Nuisance
Ground
60,000 sf Bldg
Parking
Marshalling
Area
Outdoor Storage
50% of site area
Landscape buffer
Landscape buffer
Total Site Area 12 Acres
9,000 sf
Bldg
Parking
Outdoor Retail
Outdoor
Storage
35% of Site
Total Site
2.5 acres
Landscape buffer
IOSB
Site
Concept
Plan
IN Site
Concept
Plan
Site Development Plan Concept Examples
Millet Industrial Park 2020 ASP
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Figure 6
ASP Site Coverage Analysis (revised)
Page 39 of 51
3.5.
FUTURE TRANSPORTATION SYSTEM
In May 2016 Bunt & Associates prepared a Traffic Impact Assessment (TIA) for the
Millet Industrial Park ASP. The scope of work for the TIA was discussed and
confirmed with Alberta Transportation prior to undertaking the study. The study scope
included an examination of traffic impact created by the full build out of the ASP area
plus a 20 year horizon. This study also considered the background traffic impact of
surrounding developments including Shipway Industrial to the south and Propipe
Industrial to the north of the ASP.
The primary purpose for completing the study was to ensure that the existing and future
roadway network and key study area intersections and site accesses are appropriately
designed and constructed to accommodate all roadway users at safe and satisfactory
levels
of
transportation
service.
To service the proposed Millet Industrial Park 2020, a subdivision access layout has
been proposed (see Figure 3). This layout has been chosen for concept only. This
layout consists of two proposed accesses into the subdivision as well as two all
weather emergency accesses. The south accesses from the subdivision will have
merge lanes along the 45th Ave. road.
The Figure 3 proposed layout would involve two subdivision access routes to the
south, and two all weather emergency only access routes to the north. Prior to
subdivision, any engineering required to support the subdivision access changes must
be approved by the County of Wetaskiwin.
Currently, the only routes to the property are through an approach that leads to the
SW 33-47- 24-W4M (old nuisance ground) and yard site access route. The required
access routes for the proposed subdivision as well as the roadways within the
subdivision will, upon construction by the Developer and acceptance of the roadways,
be owned and maintained by the County of Wetaskiwin.
If signage is identified to be a requirement for RGE Road 243 & 48th St., & 53rd Ave., the
costs will be paid by the Developer.
Millet Industrial Park 2020 ASP
Millet Industrial Park 2020 ASP
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Any internal roads in the ASP area required to facilitate private development of the
subdivision lots will be constructed and paid for by the Developer.
The subdivision accesses layout consisting of two accesses to the south (Figure 3)
has been chosen for concept only and may vary according to final approval. The
Millet Industrial
Park
2020
with
this
intersection
layout
would
require
the following intersection improvements (as per the Millet Industrial Traffic
Impact Assessment (May 2016) which is attached in Appendix C):
Intersection Type:
-
Both access intersections at 45th Ave. will be designed as a Type IVa to meet
the traffic demands. The requirement for pedestrian accommodation at the
intersections is not anticipated. The Type IVa intersection in the SW
33-47-24 will be required at the start of development. A turning radius of
at least 15.0 meters with a simple curve and 55-18-55 meters with a
centered curve to meet the necessary conditions of the design vehicle.
Illumination will be required for the west access.
-
The industrial development in NW 28-47-24-W4M (Shipway Industrial) on the
south side of TWP Road currently has its access immediately south of the
access into the SW 33-47-24 W4M of Millet Industrial Park 2020. It will be
requested that the Shipway Industrial access be upgraded by the Shipway
Landowner to proper standards to match that of Millet Industrial Park
2020.
"Where intersection and laneway improvements are required by Millet Industrial
Park on 45th Ave. adjacent to Millet Industrial Park between and not including RR
243 and 48th St., Millet Industrial Park will be responsible for the funding of the costs
of improvements. Should any of those improvements also benefit any other
development in the future, costs for the benefits will be recovered through an
Endeavour to Assist agreement through County policy with that developer."
It is recommended that traffic counts be done periodically to determine if the AADT
Millet Industrial Park 2020 ASP
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levels have reached the levels needed to warrant for illumination. Signalization is not
warranted at either of the two intersections that were analyzed. The minimum pavement
width of the turning roadway is to be 9.1 meters.
Highway 2A/45th Ave, Intersection
The Millet Industrial ASP TIA (May 2016) states:
"Traffic control modification is anticipated to be required at the Highway 2A/45th
Ave. intersection under 2026 background traffic scenario, without consideration
of site generated traffic to and from Millet Industrial Park. Either a single lane
roundabout or a traffic signal will be required to provide additional side street
capacity. Although the average delays for individual movements and for the
overall intersection may be less under roundabout operations than under traffic
signal control, a roundabout may not be feasible within the constrained
intersection right of way. In short, a roundabout is not the most appropriate
method of intersection control at this location, and instead, signalization is
recommended as the most appropriate means of control once the unsignalized
condition requires improvement."
Costs for the intersection signalization at 2A and 45th Ave. will be funded in large
part by the private sector. Because the signalization will be required in the future,
the County of Wetaskiwin will prepare a Special Transportation Contribution
(STC) to collect funds for the future improvement. The STC Contributing Area
should include Millet Industrial Park, Shipway Industrial Park, ProPipe Industrial
Park, new phases of Pineridge Downs and other potential benefitting lands as
approved by the Town of Millet. The STC will be collected on a per acre
developed basis.
A Special Transportation Contribution Contributing Area Map is attached as
Appendix D showing lands subject to the levy. This map is subject to change by
the County at its discretion. Changes to the map will not require amendment to
this ASP.
The STC will be implemented through Development Agreements between
the Town of Millet and the respective Contributing Area Developers.
Millet Industrial Park 2020 ASP
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If signalization is not required in the future or if others pay for it, the STC funds
would be allocated to other transportation improvements required in the
contributing area.
Bunt and Associates have estimated costs of approximately $400,000 for future
signalization of the intersection and geometric improvements to provide separate
north and southbound left turn lanes.
Temporary access onto 48th St. was approved by Millet Town Council in
September 2019 to allow for added flexibility in developing the more northerly
portions of the plan area.
3.6.
FUTURE UTILITY SYSTEMS
Future development in the plan area will rely on the Town of Millet's water and sanitary
system for service. This will require that the proposed subdivision connect to existing
lines that are located in the northwest part of Millet (directly west of the Millet
Industrial Park 2020).
The Developer will be responsible for Water and Sewer Levies as specified by the Town
of Millet and the County of Wetaskiwin.
The minimum lot size proposed for the Millet Industrial Park 2020 is 0.462 hectares
(1.14 acres). Local realtors and County representatives have indicated that the
demand for industrial land in the plan area appears to be for a mixture of lot sizes.
The ability to provide smaller lots ensures that choices are available to potential
purchasers as well as to provide a degree of flexibility in overall parcel size.
It has been indicated that the Town of Millet's municipal water supply will have, through
an Inter-municipal Agreement, sufficient capacity to sustain long term needs. The
sufficient capacity of the water supply from the Town of Millet will based on fire flows
Millet Industrial Park 2020 ASP
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required by local and provincial standards. The Town of Millet has indicated that their
water system will have sufficient capacity to support the addition of the proposed
Millet Industrial Park 2020. All installations will be installed to County of Wetaskiwin
and Provincial Code Standards.
The Inter-municipal Water Servicing Agreement is scheduled to provide water to the
Town of Millet in 2016 with the installation of a regional water line.
Near surface groundwater conditions and soil permeability also will need to be
investigated. The Geotechnical Report, found in Appendix B(i), provides supporting
technical data regarding the construction suitability of soils in the development area.
According to the Storm Water Management Plan found in Appendix A of Appendix A,
drainage for the development will be accomplished via roadway ditches and drainage
swales. To ensure that run-off is maintained at pre-development rates, two storm water
management facilities of approximately 15,000 - 20,000 cubic meters each are
required.
4. AREA STRUCTURE PLAN POLICIES
The policies listed below are unique to Millet Industrial Park 2020 ASP area and are
to be applied at the time of new subdivision and development. All existing statutory
plans and policies, particularly those policies contained in the County's Municipal
Development Plan must also be applied.
4.1.
LAND USE POLICIES
4.1.1.
All future subdivision and development in the Millet Industrial Park 20205
ASP area shall comply with the Land Use Concept shown on Figure 4.
Note that the Land Use Map is schematic and may be subject to change
related to layout of the proposed land use districts.
Land Use Districts
4.1.2. The Land Use Bylaw specifies a minimum parcel size for any subdivision
Millet Industrial Park 2020 ASP
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of land for industrial uses in hamlets that are tied into full municipal
services. The minimum parcel size is 1858 m2 (20 000 ft').
4.1.3. Development shall be restricted to non-polluting operations, as per Alberta
Environment Standards and Guidelines.
4.1.4. Land use districts shall be applied to the area designated as such by this
Area Structure Plan, at the time of subdivision and development. In
addition to the types of regulations typically included in the County's Land
Use Districts, the district shall:
-
Provide for uses appropriate to the unique location of the plan area. The
district shall also recognize that a considerable variety of appropriate uses
is desirable so that the rate of absorption can facilitate the timely
construction of an internal road system.
-
For uses located adjacent to either of the RGE Roads or TWP Roads,
provide for a common standard of building setback and location
considerations, building materials, building heights, lighting fixtures,
landscaping, signage controls, and the location and proper screening of
parking areas. The landscaping and architectural guidelines governing
these items will be completed as part of the subdivision approval process.
-
Allow outdoor storage of goods or products on any portion of the a site
facing the RGE Roads or TWP Roads, subject to approval of the County
based on the implementation of effective screening that minimizes the
visual impact of the stored goods or products from the roadways, or that
the goods or products are stored in an aesthetically pleasing manner to the
County's satisfaction.
4.1.5. Subdivision and development permit applications for lands located
adjacent to the RGE Roads or TWP roads shall be referred to Alberta
Infrastructure and Transportation for their review and comment. Proposed
lighting shall be to the satisfaction of that Department.
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Natural Areas
4.1.6. Existing natural features, such as tree cover and drainage courses, shall be
preserved wherever possible by integrating such features into the design
of the new subdivision.
4.2.
TRANSPORTATION POLICIES
4.2.1. All roads within Millet Industrial Park 2020 shall be constructed to
County standards, including road links to the south, north (emergency only)
and west (emergency only).
4.2.2. Required future road widening on the north side of 45th Ave. from Millet
Industrial Park 2020 road links shall be dedicated at the time of subdivision.
4.2.3. The Developer shall be responsible for its share of the cost of upgrading
45th Ave. as required by the installation of road intersections from
the Millet Industrial Park ASP plan area.
4.2.4. The Developer shall be responsible for construction all roads within the
ASP plan area.
4.2.5. The Developer shall be responsible for its share of the cost of installation
of traffic lights at the intersection of 45th Ave. and Highway 2A.
4.2.6. Cost sharing and/or cost recoveries from benefiting adjacent landowner
Developers will be addressed in the Development Agreement.
4.3.
UTILITIES POLICIES
4.3.1. Subdivisions and development that require water and sewer services shall
be serviced via connection with the Town of Millet's water and sanitary
system. The Developer will be responsible for Water and Sewer Levies as
specified by the Town of Millet and the County of Wetaskiwin.
4.3.2. The shallow utilities (Electrical, Telephone, Cable, and Gas) will be in the
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shallow utilities right of way in the front of the properties parallel to the
roadway.
4.3.3. Water servicing will be sized such that fire protection will be provided
where required.
4.3.4. Storm water management facilities shall be constructed according to the
Stormwater Management Study, found in Appendix A of Appendix A and
to the policies described in this Section. Storm water management works
must be constructed prior to final subdivision approval.
4.4.
SITE DEVELOPMENT GUIDELINES
The Site Development Guidelines are outlined in Appendix E of Appendix A in support
of the ASP, but not part of this ASP. These guidelines will provide the following
information for land owners:
-
Land use requirements
-
Screening requirements
-
Planting requirements
-
Additional landscaping requirements
-
Signage requirements
-
Lighting requirements
-
Access requirements
-
Building requirements
4.5.
STORM WATER MANAGEMENT
The following text summarizes the relevant findings of the Storm Water Management
Report completed by A. D. Williams Engineering Inc. and found in Appendix A of
Appendix A that form the policies of this Area Structure Plan.
a)
Storm water management for this site will be conducted utilizing an overland
drainage system only. This will be accomplished by using roadway ditches,
culverts and drainage swales along lot lines. Individual lots will be graded to
direct runoff water to the drainage swales or ditches. These ditches will be
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used to convey water from the lots to the storm ponds. The layout of the
overland flow system will be chosen to work closely with existing topography,
as well as the lot layout.
b)
Parking and open storage areas may be used to temporarily store storm water
which will be ultimately conveyed to storm water detention pond areas.
c)
Two storm water detention pond areas are proposed for this subdivision, one
on each quarter section, to collect and contain storm water during peak flows.
The storm water pond volume will be sized to contain 100 year 24 hour storm.
d)
Boreholes drilled during the geotechnical site investigation did not reach
groundwater level. This means that the groundwater level is lower than the
748.00 m contour.
e)
The SCS Method was used for determining the storm pond volume as well as
the predevelopment flow rate. A Chicago distribution of the City of
Edmonton's 24 hour, 1 in 100 year storm event was used as the design storm
event for pond sizing. Table 4.5.1 displays the analysis results.
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Table 4.5.1 Pond Size Requirements
Pond
Required Pond
Volume (m3)
Approximate Pond Surface
Area (m2)
1 (SW)
15000
10500
2 (SE)
20000
13500
4.6.
GEOTECHNICAL CONDITIONS
The following text summarizes the relevant findings of the Geotechnical Investigation
completed by GTECH Earth Sciences Corp. and found in Appendix B of Appendix A
that form the policies of this Area Structure Plan.
4.6.1. Geotechnical Evaluation
a)
The lithological sequence of soils is described as topsoil/organic silty sand
overlying sand which overlies weathered sandstone. A clay layer was also
discovered in one area.
b)
The site presents favourable soil conditions for development of the site with
the exception of possible high plastic clay which would introduce potential
peril for surface structures and building foundations. Further testing is
recommended to confirm geotechnical characteristics of these soils. High
plastic clay should be avoided for use as foundational soils. It is likely suitable
for liner material.
c)
In-situ sands are expected to have good workability and if undisturbed,
provide sufficient bearing capacity for normal foundations. Additional testing
will be required for site specific designs. Roads and surface improvements
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over sands are expected to perform adequately on condition of proper
compaction, drainage and maintenance.
4.6.2. Storm Water Management Facility
The following text summarizes the geotechnical concerns and recommendations in
regards to the construction and operation of storm water management facilities in the
plan area.
Both ponds will have outlets to the south for the release of runoff volumes for large
storm events. The ponds will also depend on infiltration and evaporation for discharge
of small storm events. The expected pond base is considered to be comprised of a
sandy soil. The base and side slopes of the pond are designed to be located above
ground water level, so seepage of runoff water will be driven by the temporary head of
storm water in the pond basin. A review of the condition of the pond side slopes at the
time of construction is recommended, and to sub-cut out any clayey soils which may
inhibit the seepage from the basin.
a)
For preliminary design purposes the slope angles on the proposed detention
pond should be at least SH: 1V on all sides. Some restrictions might apply to
pond operations, because fast draw-down rates will impact slope stability. For
safety reasons, municipal authorities such as City of Edmonton design ponds
with volumes to limit surface water rises to less than 1.0 m for a 1:25 year
rainfall event and 2.5 m for a crisis event.
b)
The pond shore line should be protected against erosion from wave action,
because shoreline erosion may destabilize the pond slopes. Side slopes
should be vegetated as soon as possible after construction.
c)
Adjacent development restrictions may be required in relation to design
groundwater levels. Seepage from the pond is not expected to significantly
impact adjacent residences, however, it is considered prudent to set adjacent
foundation elevations above the design high water level in the pond.
d)
A geotechnical report of SW 33-47-24-W4M has been prepared in January
2020 by Parkland Geotechnical Eng. and is appended to the 2020
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Amendments.
4.7.
MUNICIPAL WATER SUPPLY
The proposed Millet Industrial Park 2020 will be connected to the Town of Millet's
water system. Discussions with the Town of Millet have indicated that their system
has sufficient capacity to support the addition of the proposed Millet Industrial
Park 2020. They have also provided water line connection points in the north western
part of Millet for the subdivision to use. The water lines will be constructed
under the roadways and PUL. A vault will house a master water meter from the
Town of Millet Reservoir with the alignment preferred from the Town of Millet.
4.8.
MUNICIPAL SANITARY SERVICE
The proposed Millet Industrial Park 2020 will be connected to the Town of Millet's
sanitary system as well. The Town of Millet currently may not have capacity for
additional sewage treatment. Upgrading of, or alternatives to the Town's sewage
lagoons may be required before additional capacity is available. If necessary, an
interim sanitary services solution using pump out sanitary tanks is recommended.
Subdivision sites that require sewage treatment may be required to hold on site, pump
and haul their sewage to approved facilities until such time that the Town of Millet
sewage treatment capacity is available.
4.9.
PLAN ADMINISTRATION AND IMPLEMENTATION
a)
Pursuant to the provisions of Section 633(1) of the Municipal Government Act,
1995, and associated public hearing, this Area Structure Plan shall be adopted
by the County of Wetaskiwin as the Millet Industrial Park 2020 Area
Structure Plan. All subdivision and development within the Millet Industrial
Park 2020 area shall be in accordance with the provisions and policies of this
plan.
b)
Council may, from time to time, choose to amend this Area Structure Plan. As
part of the amendment process, the required public hearing process will
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ensure that the continued input of the landowners and adjacent residents is
considered.
c)
The planning and engineering detail plans will be provided to the County, the
County will provide the plans to both the County's Engineering Consultants
and the Town of Millet's Engineering consultants for review.
d)
Expiry Date of ASP - should the Developer not register at least one lot in any
of the phases within three years of the adoption of the amendment to the ASP,
the Developer will be subject to the application of any new policy that would
normally be applied to the ASP and related development as if it were to be
approved at the time of the expiry of the three year term.