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APPENDIX
G PUBLIC
INVOLVEMENT
APPENDIX
G-1 NOTICE OF STUDY COMMENCEMENT
NOTIFICATION MEMO
610 Chartwell Road, Suite 300, Oakville, ON L6J 4A9 | t: 905.823.8500 | f: 905.823.8503 | www.mmmgrouplimited.com
To: Mark Eby, P.Eng.,
County of Wellington Date: December 6, 2016
From: Stefan Sirianni, E.I.T., MMM Job No.: 3216009
Subject: Gordonville Bridge Class EA
December 2016 Notification
Summary
CC: Chris Middleton, P.Eng., MMM
This memo summarizes the Notice of Study Commencement for the Gordonville Bridge Class
Environmental Assessment (Class EA) Study.
Notice of Study Commencement – December 2, 2016
1. A draft Notice of Study Commencement (NoSC) package was sent to the County of Wellington
for review on September 8, 2016 and contained the following materials:
• Draft NoSC
• Key Plan
• Mailing Lists
• Draft letter to First Nations
• Draft letter to Utilities
• Draft letter to Technical Agencies
2. The above NoSC materials were approved by the County on November 16, 2016. MMM
provided the County with the final version of the NoSC on November 21, 2016 and final
versions of all remaining materials on December 6, 2016.
3. The County placed the NoSC in the Wellington Advertiser on December 2, 2016 and December
9, 2016. The NoSC will also be posted on the County of Wellington website.
4. The NoSC was mailed to the following by MMM on December 6, 2016 (see mailing lists
attached):
• Technical Agencies (Federal, Provincial, and Municipal agencies) and Utilities (with
cover letter)
• First Nations (with cover letter)
• County of Wellington Council and Municipal Staff, and Township of Wellington North
Council and Municipal Staff (NoSC only)
• Property owners within the immediate vicinity of the bridge (NoSC only)
COUNTY OF WELLINGTON
GORDONVILLE BRIDGE, NO. B014005 WELLINGTON ROAD 14
CLASS ENVIRONMENTAL ASSESSMENT STUDY
PUBLIC NOTICE OF STUDY COMMENCEMENT
The Gordonville Bridge (No. B014005) is a two span concrete T-Beam structure with a concrete deck over Four Mile Creek. Constructed in 1919, the bridge has two 10.67 m spans and an overall deck width of 9.6 m. The bridge is located on Wellington Road 14 in the Township of Wellington North, 0.4 km north of Line 6. The study area is shown in the key plan. As part of a bridge inspection conducted in 2015, Gordonville Bridge, No. B014005 was found to be in an advanced state of deterioration. MMM Group, a WSP Company, has been retained by the County of Wellington to complete a Class EA Study to address the existing structural deficiencies. The study is being conducted in accordance with Schedule B of the Municipal Class Environmental Assessment (October 2000, as amended 2007, 2011, and 2015) process. The study will confirm and document the existing structural deficiencies and identify alternative solutions, including rehabilitation or replacement of the bridge, and evaluate associated environmental impacts. Upon completion of the study, the planning process will be documented in a Project File and made available for public review. Public consultation is an integral part of the environmental assessment process. We want to ensure that anyone with an interest in this study has the opportunity to provide input as the study proceeds. If you require additional information, would like to be placed on the study mailing list, or have any questions or concerns, please contact one of the study representatives listed below:
Mr. Mark Eby, P. Eng., Construction Manager County of Wellington, Administration Centre 74 Woolwich Street Guelph ON N1H 3T9
T 800.663.0750 x 2270 F 519.837.8138 E [email protected]
Mr. Chris Middleton, P.Eng., Consultant Project Manager MMM Group Limited 610 Chartwell Road Suite 300 Oakville ON L6J 4A9
T 905.823.8500 F 905.823.8503 E [email protected]
ALTERNATE FORMATS OF THIS PUBLICATION AVAILABLE UPON REQUEST
County of Wellington
Gordonville
MMM | WSP Group
County of Wellington
Gordonville Bridge, No.
| WSP Group
No. B014005
GordonvilleGordonville Bridge
County of Wellington
KEY PLAN
Bridge, No.
County of Wellington
KEY PLAN
N.T.S.
Class Environmental Assessment Study
No. B014005
County of Wellington
Class Environmental Assessment StudyClass Environmental Assessment Study
December
Class Environmental Assessment Study
December 2016
COUNTY OF WELLINGTON GORDONVILLE BRIDGE, NO. B014005, WELLINGTON ROAD 14 CLASS ENVIRONMENTAL ASSESSMENT STUDY
AGENCY COMMENT FORM Environmental Assessment Type: Schedule ‘B’ Municipal Class Environmental Assessment. Project Location: See attached Key Plan.
Agency Name & Division/Branch:
Name: Address: Phone: Email:
COMMENTS: 1. Does your organization wish to participate in this project? � YES � NO
2. Delete from contact list? � YES � NO
3. Please identify any concerns your organization may have at this time.
For further information regarding this project, please contact the Consultant Project Manager Mr. Chris Middleton, P.Eng., MMM Group Limited. PLEASE FAX OR EMAIL THIS FORM BACK BY DECEMBER 19, 2016. FAX#: 905.823.8503 EMAIL: [email protected] ATTN: Mr. Chris Middleton, P. Eng. MMM Group Limited 610 Chartwell Road, Suite 300 Oakville ON L6J 4A9 T 905.823.8500
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APPENDIX
G-2 ONLINE PUBLIC INFORMATION CENTRE #1
wsp.com
MEMO
TO: Mark Eby, P.Eng., County of Wellington
FROM: Stefan Sirianni, EIT, WSP
CC: Chris Middleton, P.Eng., WSP
SUBJECT: Gordonville Bridge Class EA Study – Online Public Information Centre #1 – Notification Memo
DATE: October 23, 2017
This memo summarizes the notification for the Gordonville Bridge Class Environmental Assessment (Class EA) Study’s Online Public Information Centre (PIC) #1.
Notification Summary 1. The final Notice of Online PIC #1 was approved by the County of Wellington on Friday,
October 6, 2017. 2. The County published the notice and display materials for Online PIC #1 (both attached)
on their website for public review and comment between October 11 and October 20, 2017. The County also posted a notice of PIC #1 at the Gordonville Bridge site.
3. The Notice of Online PIC #1 was mailed to the following by WSP on October 6, 2017 (see mailing lists attached):
First Nations (with cover letter)
Technical Agencies (Federal, Provincial, and Municipal agencies) and Utilities
Property owners within the immediate vicinity of Gordonville Bridge 4. WSP notified area Councillors and senior County staff about the PIC via email on
October 11, 2017. 5. To all those without a mailing address from the aforementioned groups, the PIC #1
notice was emailed on October 11, 2017. 6. Copies of the Online PIC #1 displays were sent to First Nations groups the week of
October 23, 2017.
Stefan Sirianni, EIT WSP
COUNTY OF WELLINGTON GORDONVILLE BRIDGE, NO. B014005
WELLINGTON ROAD 14 MUNICIPAL CLASS ENVIRONMENTAL ASSESSMENT STUDY
NOTICE OF ONLINE PUBLIC INFORMATION CENTRE NO.1
The County of Wellington is conducting a Schedule ‘B’ Municipal Class Environmental Assessment (Class EA) Study for Gordonville Bridge (No. B014005), located on Wellington Road 14, in the Township of Wellington North, 0.4 km north of Line 6. The Class EA study will confirm and document the structural and functional deficiencies and identify alternative solutions, including rehabilitation or replacement of the bridge, and evaluate associated environmental impacts. A Key Plan showing the location of the bridge site is provided on the reverse side of this notice.
The Gordonville Bridge is a two span concrete T-Beam structure with a concrete deck over Four Mile Creek. Constructed in 1919, the bridge has two 10.67 m spans and an overall deck width of 9.6 m. As part of a bridge inspection conducted in 2015, Gordonville Bridge, No. B014005 was found to be in an advanced state of deterioration. In addition, Gordonville Bridge is currently triple posted for load restrictions of 21, 40, and 55 tonnes. In an effort to remove the load-posting and address existing structural deficiencies, WSP Canada Group Limited has been retained by the County of Wellington to complete a Class EA Study for the structure. Upon completion of the study, the planning process will be documented in a Project File and made available for public review.
Public Engagement and Consultation
An online Public Information Centre (PIC) has been arranged to allow local residents and interested members of the public an opportunity to review and comment on the alternatives under consideration, the evaluation process, and the next steps in the study. Representatives of the County of Wellington and WSP (the County’s consultant) can be contacted to answer questions about the study. Display boards will be made available to the public on the County website beginning Wednesday, October 11, 2017. They can be viewed any time after this date by visiting:
www.wellington.ca/en/government/newsandnotices.asp
Residents are encouraged to submit comments by October 20, 2017. Comment sheets are available on the County’s website and can be submitted via an online form or by mail, email, or fax.
Public consultation is an integral part of the environmental assessment process. We want to ensure that anyone with an interest in this study has the opportunity to provide input as the study proceeds.
If you require additional information, would like to be placed on the study mailing list, or have any questions or concerns, please contact one of the study representatives listed below:
Mr. Mark Eby, P. Eng., Construction Manager County of Wellington Administration Centre 74 Woolwich Street Guelph ON N1H 3T9 T 800.663.0750 x 2270 F 519.837.8138 E [email protected]
Mr. Chris Middleton, P.Eng., Consultant Project Manager WSP 610 Chartwell Road Suite 300 Oakville ON L6J 4A5 T 905.823.8500 F 905.823.8503 E [email protected]
ALTERNATE FORMATS OF THIS PUBLICATION AVAILABLE UPON REQUEST
Gordonville Bridge, No. B014005 County of Wellington
KEY PLAN
N.T.S.
Notice of Collection of Personal Information: Personal information is collected under the authority of the Environmental Assessment Act and will be used in the assessment process. With exception of personal information, all comments shall become part of the public records. Questions about this collection should be directed to the Project Manager listed in the notice.
County of Wellington Gordonville Bridge, No. B014005
Wellington Road 14 Municipal Class Environmental Assessment Study
Online Public Information Centre No.1
Comment Sheet
The County of Wellington is conducting a Schedule ‘B’ Municipal Class Environmental Assessment (Class EA) study for the rehabilitation or replacement of the Gordonville Bridge (No. B014005). This Class EA study will confirm and document the structural and functional deficiencies and identify alternative solutions, including rehabilitation or replacement of the bridge, and evaluate associated environmental impacts. The purpose of this Comment Sheet is to gather input from the community on the material presented in the Online Public Information Centre (PIC) display boards that were made available on the County’s website. Your input is greatly appreciated.
You may submit a copy of your comments to the Project Team by Friday, October 20, 2017 via email, fax, or mail to: Mr. Chris Middleton, P.Eng., Consultant Project Manager WSP 610 Chartwell Road, Suite 300 Oakville ON L6J 4A5 T 905.823.8500 F 905.823.8503 E [email protected]
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Please complete the following information for our records (Please Print):
Name:
Address:
Email:
Thank you for your participation. Information from the comment sheet will be tabulated and incorporated as part of the study documentation.
Pro
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PIC #1 Display Boards
County of Wellington
Gordonville BridgeRehabilitation / Replacement
Municipal Class Environmental Assessment
Welcome to the Online Public Information Centre (PIC) for this Class EA Study. We invite you to sign-in online by visiting:
https://goo.gl/VFqg4K
We encourage your input/feedback on the materials presented through this Online PIC. Questions or comments can be submitted online via the URL listed above, or by mail/fax/email to:
A comment sheet is available for download on the County’s website. Background reports are available upon request.
There is an opportunity at any time during the EA process for interested persons to provide written input. Any comments received will be collected under the Environmental Assessment Act and, with the exception of personal information, will become part of the public record.
County of Wellington
Gordonville Bridge Rehabilitation / ReplacementMunicipal Class Environmental Assessment (EA) Study
Welcome
Mr. Chris Middleton, P.Eng.,Consultant Project ManagerWSP610 Chartwell RoadSuite 300Oakville ON L6J 4A5T 905.823.8500F 905.823.8503E [email protected]
IntroductionThe County of Wellington has initiated a Municipal Class Environmental Assessment (EA) to move forward with the rehabilitation or replacement of the Gordonville Bridge, located on Wellington Road 14 in the Township of Wellington North, 0.4 km north of Line 6.
The study is being conducted in accordance with ScheduleB of the Municipal Class Environmental Assessmentprocess. The study will confirm and document the existing structural deficiencies and identify alternative solutions, including rehabilitation or replacement of the bridge, and evaluate associated environmental impacts. Upon completion of the study, the planning process will be documented in a Project File and made available for public review.
Stu
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The Municipal Class Environmental Assessment (Class EA) is an approved process for planning and designing municipal projects, including roads and bridges. The Class EA describes the process that proponents must follow in order to meet the requirements of the Provincial EA Act.
Based on the scope of this project, the rehabilitation or replacement of Gordonville Bridge is being undertaken as a Schedule ‘B’ Class EA, which will follow Phases 1 and 2 outlined below and be documented in a Project File, which is a detailed compilation of all data and reports produced for the project.
Municipal Class Environmental Assessment (EA) Process
Study process is here (PIC #1)
Need and JustificationStructural Condition
• As part of a bridge inspection conducted in 2015, Gordonville Bridge was found to be in an advanced state of deterioration.
• The conclusion of WSP’s investigations are summarized in a Structural Condition / Structural Needs Analysis Technical Memorandum. A copy of the memorandum is available upon request.
• The cost of maintaining the current bridge under a rehabilitation approach may meet or exceed the cost of replacement options and therefore the EA Study has been initiated to define the most appropriate bridge management strategy to carry forward
Need and JustificationWhy Improvements are Needed
Abutment Condition
Widened Structure
Original Structure
Widened Structure
Original Structure
Widened Structure
Evidence of leakage and efflorescence at joint
Original Structure
Typical Girder End and Bearing Seat
Concrete deterioration at fascia
Concrete encasement at exterior T-Beam bearing seats
Need and JustificationWhy Improvements are Needed
Deck Soffit Condition
Pier Condition
Typical widened structure deck soffit
and T-Beams (Interior)
Widened Structure
Original Structure
Side Pool
Typical deck drains
Patch repairs on T-Beam and on deck soffit
Typical end diaphragm of widened structure
Beam and Joint Condition
Side pool below north span
Need and JustificationWhy Improvements are Needed
Exterior T-Beam Cracks
Widened Structure
Pier
Widened Structure
Original Structure
Exposed corroded reinforced steel bar
Deterioration at joint between structures
Typical condition of deck soffit on original structure
T-Beam
Rust staining and efflorescence
Patch repairs on T-Beam and on deck soffit
Rust staining on T-Beam
Posted Load Limit
Barrier System
Flow Splitting at Higher Flows
East Side West Side
Need and JustificationWhy Improvements are Needed
Impact Damage
Concrete deterioration
at fascia
Main Flow
Side Pool
Obsolete barrier system
Narrow Shoulder
Substandard roadway widthInsufficient Height
No curb face since 2008 rehab
Main Flow
• The original bridge was constructed in circa 1919• The bridge was widened to its current configuration
during the 1950’s• The bridge is a two span concrete T-Beam structure with a
thin deck slab• The bridge has two 10.67 m clear spans and an overall
deck width of 9.6 m• The bridge accommodates two lanes (northbound and
southbound) of traffic• The roadway width on the bridge is 8.7 m• The posted speed limit is 80km/h• The AADT has been recorded between 1690 and 3850
(since 2006)• The bridge is posted with a load limit of 21-40-55 tonnes• Past rehabilitations took place in 1978, 1994 and 2008
Existing ConditionsGeneral Overview
Bridge Description
• Constructed in 1919
• Earliest example of a concrete T-beam structure in the Township of Wellington North and one of the few remaining.
• Designed by Bowman & Connor, Consulting Engineers, Toronto, and built by Charles Mattaini of Fergus Ontario.
Current Heritage Status of Bridge
• Not Listed on Municipal Heritage Register
• Identified as a heritage resource in the publication Arch, Truss & Beam: The Grand River Heritage Bridge Inventory (March 2013)
• Not designated under Ontario Heritage Act
Cultural Heritage Evaluation (CHER)
• Gordonville Bridge identified through CHER as:• The oldest concrete T-beam structure in the County of Wellington
and, out of the five oldest bridges in the County, is the only example of a two-span T-Beam and the longest in length of its type.
• Unique in the County given its arched double-span design.
A copy of the CHER is available upon request.
Existing ConditionsCultural Heritage
Existing and Key Natural Features• Four Mile Creek and its riparian corridor is the most prominent natural feature within the study area. Four Mile
Creek has been classified as a warmwater watercourse and supports a range of warm and cool water baitfish
and sportfish species (including Smallmouth Bass Micropterus dolomieu).
• Terrestrial habitats in the immediate vicinity of the Gordonville Bridge include common roadside and wetland
communities containing vascular plant species present in similar habitats throughout the landscape. Residential
areas (including manicured lawns), active pasture and agricultural fields occur beyond the right-of-way (ROW).
• A colony of active Cliff Swallow (Petrochelidon pyrronota) nests were observed on the underside of bridge.
Migratory birds are protected under the Migratory Birds Convention Act (MBCA).
Existing ConditionsNatural Environment
Policy Designated Features• The County of Wellington Official Plan (2016) identifies Four Mile Creek and its riparian corridor as Core
Greenlands.• There are no other Designated Features in the vicinity of the crossing.• Four Mile Creek and its associated floodplain is regulated by the Grand River Conservation Authority (GRCA)
under Reg. 162/06.
Species at Risk (SAR)
• MNRF has indicated that they have no records of SAR in the vicinity of the Gordonville Bridge
• The Natural Heritage Information Centre (NHIC) database listed three records of SAR in the 1 km2 cell
surrounding the bridge site, including: Bobolink Dolichonyx oryzivorus (2003) and Eastern Meadowlark Sturnella
magna (2003) – potential habitat for these species occurs beyond the ROW; and Loggerhead Shrike Lanius
ludovicianus (1982) – no suitable habitat in the vicinity of the bridge site.
• Potential habitat for four other SAR in the vicinity of the bridge was identified during field surveys. Impacts to
these potential SAR species and habitat can be minimized through appropriate mitigation measures.
• The existing Gordonville Bridge does not have enough clearance / freeboard during design floods and overtops during Regional Storm events (i.e. Hurricane Hazel).
• Since the existing bridge is not drivable during Regional floods, its current viability as an emergency route is limited.
Existing ConditionsWater Resources
Catchment Area = 52 km2
Based on the assessment of the existing Gordonville Bridge and an overview of the area features, the problem being addressed is described as follows:
• The bridge is in an advanced state of deterioration
• The bridge has deficient barrier protection
• The bridge is posted with a load limit
• The bridge has narrow shoulders and has substandard roadway width
• The bridge has no provisions for pedestrians or cyclists
• Normal flow only passes below the south span
• The bridge pier contributes to flow splitting during higher flows and has created a side pool below the north span
Overall, the existing Gordonville Bridge is in poor condition with a number of functional and operational deficiencies. The entire Gordonville Bridge is at the end of its useful service life.
Problem (Deficiency) or Opportunity Statement
Alternative Solutions
Continued on next display board…
AlternativeSolutions
Assessment Conclusion
Alternative 1:Do Nothing
• Not a reasonable alternative because significant repairs are required to address the existing structural deficiencies.
The “Do Nothing” alternative is not considered an acceptable alternative and will only be carried forward for comparison purposes.
Alternative 2:Remove the ExistingBridge and Do Not Replace
• Not a reasonable alternative because current traffic would be required to detour to adjacent roadways.
• Results in the permanent full closure of the road (dead ends) to traffic over Four Mile Creek
This alternative addresses the identified structural deficiencies. However, it results in a variety of socio-economic impacts to adjacent communities.This alternative is not recommended.
Alternative 3: Rehabilitate the Existing Bridge
• A complete superstructure replacement is required.
• An extensive rehabilitation of the existing bridge substructure would be required.
• The clear distance (opening width) of each span would at best remain unchanged.
• The full closure (road and bridge) to traffic for the duration of rehabilitation would be required.
• A rehabilitated substructure could only have an additional 15-20 years of service life.
This alternative addresses the identified structural deficiencies. However, this alternative does not result in improvements to all of the functional and operational deficiencies. Furthermore, the costs associated with such a major rehabilitation cannot be justified with such a short life span on the remaining substructure. This alternative is not recommended.
Alternative Solutions
Full removal and replacement of the Gordonville Bridge is the preferred alternative.
AlternativeSolutions
Assessment Conclusion
Alternative 4:Bridge Widening and Rehabilitate the Existing Bridge
• Similar scope of work to the rehabilitation, but with new foundations constructed in the water
• The clear distance (opening width) of each span would at best remain unchanged.
• The full closure (road and bridge) to traffic for the duration of both the rehabilitation and the bridge widening would be required.
• The rehabilitated substructure could only have an additional 35-40 years of service life
This alternative addresses the identified structural deficiencies and some of the operational deficiencies. However, it does not result in improvements to all of the functional and operational deficiencies. This alternative is not recommended.
Alternative 5:Replace the Bridge
• The existing bridge would be removed in its entirety.
• The pier and footing in the water would be eliminated with a single span bridge.
• The abutments would be positioned above the bankfulland allow improved wildlife passage below the bridge.
• The full closure (road and bridge) to traffic for the duration of replacement would be required, but mitigates/ eliminates ongoing/future disruption to local traffic patterns.
• A full replacement would have an anticipated lifespan of approximately 100 years.
Replacement addresses the structural, operational and functional deficiencies.
This alternative is selected as the preferred alternative solution and will be carried forward for further review.
(Continued)
Preferred Design AlternativeBridge Replacement
In terms of bridge replacement alternatives, the following are being considered:
• Full removal and build new single lane bridge;
• Full removal and build new two lane bridge;
• Full removal and build new multi-lane bridge;
• Full removal and build new single span bridge;
• Full removal and build new two span bridge;
• Full removal and build new multi-span bridge
• Full width (side clearance) and paved shoulders; no sidewalks;
• Sidewalk / multi-use trail on one side of bridge;
• Sidewalk / multi-use trail on both sides of bridge
When comparing the above bridge replacement alternatives, the full removal and construction of a new two lane single span bridge with full width paved shoulders is preferred.
Proposed Deck Section and Proposed Elevation are shown on the next display boards.
Pref
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Bri
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Rep
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men
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Pro
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De
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Pref
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Bri
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Rep
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men
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Pro
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Elev
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Evaluation Criteria
• Roadway Geometrics, including drainage, grades, horizontal curves
• Transportation / Traffic Maintenance, including existing and future traffic operations, emergency vehicle access, flexibility for staged construction
• Structureincluding advanced state of deterioration, structural deficiencies, functional deficiencies, operational deficiencies, barrier deficiencies, guide rail deficiencies, number of spans/piers, span length(s), depth and width of fill at roadway approaches, embankment widening, the need for retaining walls and general safety concerns
• Natural Environment, including direct and/or indirect impacts on watercourses, fisheries, aquatic habitat, terrestrial ecosystems, and shoreline habitat
• Socio-Economic Environment, including direct and/or indirect impacts related to property, utility facilities, site contamination and noise
• Cultural Environment, including impact on archaeology, built heritage and cultural landscape resources
• Cost Estimate, including property and construction costs
Analysis and EvaluationPage 1 of 3
Table continued on next display board…
Analysis and Evaluation
Table continued on next display board…
Page 2 of 3
Analysis and EvaluationPage 3 of 3
Following this PIC period we will: • Collect and respond to public comments• Compile the Project File • Publish a Notice of Study Completion in November 2017• 30 day review period of the Project File• Proceed to Phase 5, Implementation with the technically preferred alternative• Commence detailed design in December 2017
How can you remain involved in the Study? • Request that your name/e-mail be added to the mailing list • Provide a completed comment sheet • Contact the County or the Consultant at any time
For assistance with the above activities, please contact The County of Wellington Engineering Services Department, Roads Division at:
Thank you for your participation in this study. Your input is valuable and appreciated. If you have any questions or comments regarding this study or the contents of these PIC displays, you are encouraged to submit them to the Project Team by October 20, 2017. Please refer to the County’s website or the “Welcome” slide of these PIC displays for contact details. All information is collected in accordance with the Freedom of Information and Privacy Act.
Schedule / Next Steps
Mr. Mark Eby, P. Eng.,Construction ManagerCounty of WellingtonAdministration Centre74 Woolwich StreetGuelph ON N1H 3T9T 800.663.0750 x 2270F 519.837.8138E [email protected]
Carey HutchinsonEngineering Services ClerkCounty of WellingtonAdministration Centre74 Woolwich StreetGuelph ON N1H 3T9T 800.663.0750 x 2210F 519.837.8138E [email protected]
