DOCSLIB.ORG

Designated Substances Survey

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Designated Substances Survey Designated Substances Survey Mega 6 Bridge Rehabilitations 23 Bridge Structures on Highways 417, 416 and 34 in Ottawa and Hawkesbury, Ontario Prepared For: Ontario Ministry of Transportation October 2015 W.O. 4014-E-0015 Designated Substances Survey Mega 6 Bridge Rehabilitations 23 Bridge Structures on Highways 417, 416 and 34 in Ottawa and Hawkesbury, Ontario Prepared For Ontario Ministry of Transportation MMM Group Limited 2655 North Sheridan Way, Suite 300 Mississauga, ON L5K 2P8 W.O. 4014-E-0015 October 2015 EXECUTIVE SUMMARY MMM Group Limited (MMM) was retained by the Ministry of Transportation (MTO) to conduct a designated substances survey (DSS) at 23 structure locations on Highways 416 and 417 in Ottawa, Ontario and one structure on Highway 34 in Hawkesbury, Ontario (the “Sites”). Each of the structures is scheduled for structural and/or pavement rehabilitations. The work has been divided into three groups and bridge descriptions are provided in Table 1: Table 1: Bridge Descriptions Site Number Group Bridge Name (SN) 3-540 East-south ramp over south-west ramp Highway 416/417 A 3-542/1 & 2 Highway 416 – Richmond Road underpass east and westbound lanes 3-543/1 & 2 Highway 416 - Baseline Road underpass east and westbound lanes 3-550/1 & 2 Highway 416 - Jock River Bridge north and southbound lanes 27-198 Highway 417 - Devine Rd (Regional Road 8) underpass 27-50 Highway 34 Hawkesbury Creek - CNR Overhead 3-549/1 & 2 Highway 416 - Strandherd overpass north and southbound lanes Highway 417 - Richmond Road underpass north and southbound 3-39/1 & 2 B lanes 3-040 Highway 417 - Pinecrest Road underpass 3-041 Highway 417 - Woodroffe Avenue underpass 3-042 Highway 417 - Maitland Avenue underpass 3-552 Highway 416 - Barnsdale Road underpass C 3-553 Highway 416 - Bankfield Road underpass 3-554 Highway 417 - Century Road underpass 3-357 Highway 417 - March Road (Regional Rd 49) underpass 3-569 Highway 417 - McGee Road underpass 3-570 Highway 417 - Richardson Road underpass 3-288 Highway 7 West - Highway 417 West Ramp underpass Designated Substances Survey i Mega 6 Bridge Rehabilitations 23 Bridge Structures on Highways 417, 416 and 34 MMM Group Limited | October 2015 | W.O. 4014-E-0015 The purpose of this assessment is to meet the requirements of the Occupational Health and Safety Act , to identify the potential for, location of, and quantity of designated substances identified during the survey (as applicable) and to provide applicable management considerations for each designated substance identified. Available background documentation (including the Ontario Bridge Management System, Ontario Structure Inspection Manual – Inspection Forms, Utility Duct Assessment Letters and contract drawings) were reviewed to determine the potential for designated substances at each of the structures. Following the background review, a Site inspection was conducted at each structure and a non-destructive sampling program was completed, where potential designated substances were identified and accessible. The following is a summary of the DSS observations for the bridge structures inspected during this survey: Site No. Summary of Findings • Based on the document review, it was determined that there is no potential for asbestos containing material (ACM) to be incorporated in the building materials for the electrical conduits, adaptors and fittings in any of these bridges. • Silica is present in concrete and mortar. Standard dust control measures should be implemented where practical to ensure airborne dusts are controlled during construction activities. • Epoxies and coatings on steel elements (guiderails, bracing, girders, diaphragms, beams, etc.) may contain lead, arsenic and mercury. All Bridges Arsenic may also be present in pressure treated lumber in guiderail posts. • Materials that become exposed during bridge rehabilitation (i.e. insulation, electrical wiring, asphalt, cables and piping), that support the suspicion of asbestos or other designated substances should be sampled at that time to confirm the presence or absence of asbestos to determine appropriate management options. • MMM did not identify the presence of the following designated substances: acrylonitrile, benzene, coke oven emissions, ethylene oxide, isocyanates and vinyl chloride. Group A SN-3-540 • SN-3-542/1 & 2 Concrete samples collected from the west abutment wall at SN-27-50 were submitted for asbestos analysis. The results of the sample analysis SN-3-543/1 & 2 indicated that the concrete samples do not contain asbestos. No SN-3-550/1 & 2 additional samples were submitted for asbestos analysis. • Paint sample collected from the steel plate girders beneath the bridge SN-27-198 structure SN-3-550/1 did not exceed the Canada Consumer Product SN-27-50 Safety Act guidelines for lead (0.0039% vs. 0.009%). SN-3-549/1 & 2 ii Designated Substances Survey Mega 6 Bridge Rehabilitations 23 Bridge Structures on Highways 417, 416 and 34 MMM Group Limited | October 2015 | W.O. 4014-E-0015 Site No. Summary of Findings Group B • Concrete samples collected from the north abutment wall at SN-3-39/2 were submitted for asbestos analysis. The results of the sample analysis SN-3-39/1 & 2 indicated that the concrete samples do not contain asbestos. No additional SN-3-40 concrete samples were obtained. • Paint samples collected from the steel plate girders beneath structures SN- SN-3-41 3-39/1, SN-3-40, SN-3-41 and SN-3-42 were submitted for analysis of SN-3-42 lead. Based on the analytical results, all of the paint samples with the exception of the sample collected from SN-3-40 exceeded the Canada Consumer Product Safety Act guidelines. Group C SN-3-552 • Samples collected from the conduit in the west curb at SN-3-288 were SN-3-553 submitted for asbestos analysis. The results of the sample analysis indicated that the material does not contain asbestos. SN-3-554 • Orange fibrous batting insulation was observed between the concrete SN-3-357 abutment walls at SN-3-357. Samples were obtained and submitted for asbestos analysis. The results of the sample analysis indicated that the SN-3-569 material does not contain asbestos. SN-3-570 • No paint was visually identified at any of the structures and no samples were obtained. SN-3-288 Designated Substances Survey iii Mega 6 Bridge Rehabilitations 23 Bridge Structures on Highways 417, 416 and 34 MMM Group Limited | October 2015 | W.O. 4014-E-0015 TABLE OF CONTENTS EXECUTIVE SUMMARY ..................................................................................................... I 1.0 INTRODUCTION ...................................................................................................... 1 1.1 Background ............................................................................................................ 1 1.2 Scope of Work ........................................................................................................ 6 2.0 REGULATORY CONTEXT ...................................................................................... 6 2.1 Asbestos ................................................................................................................ 6 2.2 Lead ........................................................................................................................ 7 2.3 Silica ....................................................................................................................... 7 2.4 Arsenic ................................................................................................................... 8 2.5 Mercury ................................................................................................................... 8 2.6 PCBs ....................................................................................................................... 8 2.7 Waste Management ............................................................................................... 8 3.0 STRUCTURE OVERVIEW ....................................................................................... 8 3.1 Group A .................................................................................................................. 8 3.1.1 SN-3-540; East-South Ramp Over South-West Ramp Highway 416/417 ..... 8 3.1.1.1 Document Review ....................................................................... 8 3.1.1.2 Structure Description and Site Observations ............................... 9 3.1.1.3 Conclusions and Recommendations ........................................... 9 3.1.2 SN-3-542/1 and SN-3-542/2; Highway 416 Richmond Road Underpass East and Westbound Lanes .................................................................................. 9 3.1.2.1 Document Review ....................................................................... 9 3.1.2.2 Structure Description and Site Observations ............................... 9 3.1.2.3 Conclusions and Recommendations ........................................... 9 3.1.3 SN-3-543/1 and SN-3-543/2; Highway 416 Baseline Road Underpass East and Westbound Lanes .................................................................................. 9 3.1.3.1 Document Review ....................................................................... 9 3.1.3.2 Structure Description and Site Observations ............................. 10 3.1.3.3 Conclusions and Recommendations ......................................... 10 3.1.4 SN-3-550/1 and SN-3-550/2; Highway 416 Jock River North and Southbound Lanes ....................................................................................
Load more

Recommended publications
  • Appendix 5 Station Descriptions And
    Appendix 5 Station Descriptions and Technical Overview Stage 2 light rail transit (LRT) stations will follow the same standards, design principles, and connectivity and mobility requirements as Stage 1 Confederation Line. Proponent Teams were instructed, through the guidelines outlined in the Project Agreement (PA), to design stations that will integrate with Stage 1, which include customer facilities, accessibility features, and the ability to support the City’s Transportation Master Plan (TMP) goals for public transit and ridership growth. The station features planned for the Stage 2 LRT Project will be designed and built on these performance standards which include: Barrier-free path of travel to entrances of stations; Accessible fare gates at each entrance, providing easy access for customers using mobility devices or service animals; Tactile wayfinding tiles will trace the accessible route through the fare gates, to elevators, platforms and exits; Transecure waiting areas on the train platform will include accessible benches and tactile/Braille signs indicating the direction of service; Tactile warning strips and inter-car barriers to keep everyone safely away from the platform edge; Audio announcements and visual displays for waiting passengers will precede each train’s arrival on the platform and will describe the direction of travel; Service alerts will be shown visually on the passenger information display monitors and announced audibly on the public-address system; All wayfinding and safety signage will be provided following the applicable accessibility standards (including type size, tactile signage, and appropriate colour contrast); Clear, open sight lines and pedestrian design that make wayfinding simple and intuitive; and, Cycling facilities at all stations including shelter for 80 per cent of the provided spaces, with additional space protected to ensure cycling facilities can be doubled and integrated into the station’s footprint.
    [Show full text]
  • Project Synopsis
    Final Draft Road Network Development Report Submitted to the City of Ottawa by IBI Group September 2013 Table of Contents 1. Introduction .......................................................................................... 1 1.1 Objectives ............................................................................................................ 1 1.2 Approach ............................................................................................................. 1 1.3 Report Structure .................................................................................................. 3 2. Background Information ...................................................................... 4 2.1 The TRANS Screenline System ......................................................................... 4 2.2 The TRANS Forecasting Model ......................................................................... 4 2.3 The 2008 Transportation Master Plan ............................................................... 7 2.4 Progress Since 2008 ........................................................................................... 9 Community Design Plans and Other Studies ................................................................. 9 Environmental Assessments ........................................................................................ 10 Approvals and Construction .......................................................................................... 10 3. Needs and Opportunities ..................................................................
    [Show full text]
  • Dr. Hossen Lokhat Planning Rationale for 348 Woodroffe Avenue: Zoning
    Dr. Hossen Lokhat Planning Rationale for 348 Woodroffe Avenue: Zoning By-law Amendment June 24, 2010 Prepared by: 14 Colonnade Road, Suite 150 Ottawa ON K2E 7M6 Table of Contents 1.0 Introduction............................................................................................................1 2.0 Overview of Subject Property...............................................................................1 3.0 Current Zoning for the Site ..................................................................................2 4.0 History of Zoning for the Site ...............................................................................2 5.0 Area Context and Adjacent Uses..........................................................................3 6.0 Transportation and Transit Network ..................................................................3 7.0 Proposed Zoning ....................................................................................................3 8.0 Policy Framework .................................................................................................3 8.1 Provincial Policy Statement (2005).................................................................3 8.2 City of Ottawa Official Plan (2003)................................................................4 9.0 Regulatory Framework .........................................................................................7 9.1 City of Ottawa Comprehensive Zoning By-law 2008-250............................7 10.0 Requested Zoning By-law Amendment ...............................................................8
    [Show full text]
  • Insurance Organizations
    Insurance organizations 50 IBC members 55 IBC offices 56 IBC services 57 Superintendents of insurance 59 Insurance-related organizations 3 IBC Facts 2017 49 IBC members IBC member companies – private insurers and reinsurers – can subscribe to the following three IBC services: Issues Management This includes policy development, communications and legal services, A and services provided by regional offices. Investigative Services This includes crime ring investigations, auto theft and loss recovery services, information exchange, and communications and legal services, as they pertain B to Investigative Services. Vehicle Information Suite This includes access to web-based business applications, the Canadian Loss Experience Automobile Rating (CLEAR) system, VINlink products, the publication “How Cars Measure Up” and other information related to automobile insurance * in Canada. IBC members and the IBC services to which they subscribe, as of April 15, 2017 IBC members IBC services A Alberta Motor Association Insurance Company A B * Algoma Mutual Insurance Company B * Allianz Global Risks (US) Insurance Company A * Allstate Canada Group of Companies (ACG) Allstate Insurance Company of Canada A B * Pafco Insurance Company A B * Pembridge Insurance Company A B * L'Alpha, compagnie d'assurance inc. B * The American Road Insurance Company B Arch Insurance Canada Ltd. A Atradius Credit Insurance N.V. A 50 IBC Facts 2017 IBC members IBC services Aviva Canada Inc. Aviva Insurance Company of Canada A B * Elite Insurance Company A B * Pilot Insurance Company A B * S & Y Insurance Company A B * Scottish & York Insurance Co. Limited A B * Traders General Insurance Company A B * AXIS Reinsurance Company (Canadian Branch) A B BCAA Insurance Corporation A B The Boiler Inspection and Insurance Company of Canada A B Brant Mutual Insurance Company B * C CAA Insurance Company A B * Caisse Centrale de Réassurance A La Capitale Financial Group La Capitale assurances générales inc.
    [Show full text]
  • Where to Dispose of Used Needles and Crack Pipes
    WHERE TO DISPOSE OF USED NEEDLES AND CRACK PIPES For the health and safety of our community and sanitation workers, sharps (needles, crack pipes/glass stems) and other biohazardous waste must be disposed of properly and not placed in the garbage or recycling bins (By-law 2006-396, Schedule “J”). Residents should place their sharps in a non-breakable, puncture-proof container with a lid (no larger than a two litre pop bottle or measurements 15” by 4 ½ “), and drop it off at one of the City’s Needle Drop Boxes listed below. Containers larger than a two litre pop bottle can be dropped off at the Ottawa Public Health offices located at 100 Constellation Drive or 179 Clarence Street. Pharmacies participating in the Take It Back! Program also accepts used needles. Locations of these pharmacies are listed on the reverse side of this sheet. One-day Household Hazardous Waste Depots located at various sites across the City also accept used needles. For the schedule of operation, please visit Ottawa.ca/recycle and click on Disposal of Special Items. For more information regarding the City’s Needle Disposal Program please visit Ottawa.ca/health. LOCATION OF NEEDLE DROP BOXES AIDS Committee of Ottawa Fire Stations Parking Garage 700-251 Bank Street - Inside 141 Clarence Street - Outside 2355 Alta Vista Drive – Outside 200 Beechwood Avenue - Outside Bell Pharmacy Queensway-Carleton Hospital 1700 Blair Road – Outside 737 Gladstone Avenue - Outside 3045 Baseline Road - Outside 1445 Carling Avenue – Outside Bellevue Community Centre (OCH) 500 Charlemagne
    [Show full text]
  • Nepean Kanata Barracudas Welcome to Long Course Invitational April 13-15, 2018
    Nepean Kanata Barracudas Welcome to Long Course Invitational April 13-15, 2018 Hosted by: The Nepean Kanata Barracudas Swim Club Nepean Sportsplex 1701 Woodroffe Avenue Nepean, ON K2G 1W2 Sanctioned by: Swim Ontario General Information Date: April 13 – 15, 2018 Hosted by: Nepean Kanata Barracudas Location: Nepean Sportsplex, 1701 Woodroffe Ave. Nepean, ON K2G 1W2 Facility: 8-lane, 50m competition pool with Kieffer lane ropes and Quantum electronic timing and scoreboard. Competition Coordinator: Doug Nielsen Meet Manager: Megan Dodge - [email protected] Officials: Christie McMann – [email protected] Sanction: Sanctioned by Swim Ontario. All current Swimming/Natation Canada (SNC) rules will be followed. Please note that Swimming Canada Competition Warm-Up Safety Procedures will be in effect. The full document can be viewed HERE. For club and provincial meets, a swimsuit that covers more of the body such as modesty swimwear or religious cover- ups is permitted providing that the fabric is permeable open mesh textile material and does not give the swimmer an advantage. The full interpretation can be viewed HERE. Advanced notification or for clarification of interpretation please see the Competition Coordinator. Eligibility: All athletes must be registered as Competitive swimmers with SNC, or any other amateur swimming organization recognized by FINA. A valid SNC registration number is required for all Canadian swimmers, and entries without a SNC registration number will be declined entry. Split Times: The procedure for obtaining an 'Official Split' now requires that coaches make the request to the session referee or meet management on the “Official Split Request” form prior to the race. The split for the lead-off leg in relays will still be regarded as an official split and therefore no request by coaches is needed for relays.
    [Show full text]
  • Bells Corners Community Improvement Plan 1
    Document 2 Bells Corners Community Improvement Plan 1. Background Bells Corners has been identified as needing economic development activity, particularly, measures are needed to incent urban revitalization. Over the last several decades, the quality and vibrancy of the Robertson Road corridor, between the CN Railway bridge on the east and the City-owned railway bridge (now a multi-purpose pathway) on the west, has declined significantly, resulting in a lack of business investment; declining levels of property maintenance; and the closure, downsizing, and/or relocation of many existing businesses. Some 468 business have closed or moved away from Bells Corners in this period, and well-known brands like Staples, IKEA, Kentucky Fried Chicken, Wendy's, 2nd Cup, Alexanian Carpet, Burger King, Arby's, Baskin-Robbins, and Pizza Hut are all long gone. Hurley’s, a former thriving restaurant, was replaced by Local Heroes, but now it too has downsized and moved across the street, leaving a large vacant building. The restaurant that initially opened as Corkscrew Restaurant at 3795 Richmond Road (now 1961 Robertson Road) has housed a long list of businesses since Corkscrew’s failure, including Buffet Palace, Vox Lounge, Houston's Restaurant, and Miss Saigon, but now all have failed, and the building has been torn down and the land sits vacant. The purpose of this Community Improvement Plan (CIP) is to encourage and facilitate rehabilitation, redevelopment, and revitalization of the existing built environment while providing enhanced employment opportunities, all of which are important for the health and liveability of this section of Bells Corners. The CIP benefits private landowners undertaking redevelopment projects on private property; however, the eligibility and reporting criteria require that the tenants creating the jobs are made aware of the CIP incentives so they can negotiate appropriate lease terms with complete information.
    [Show full text]
  • Lenten Penance Services & Confession Times 2020
    Archdiocese of Ottawa – Lenten Penance Services & Confession Times 2020 1 DATE TIME PARISH Tues., March 3 7:00pm St. John the Apostle, 2340 Baseline Road Tues., March 3 7:00pm St. Basil, 940 Rex Avenue Wed., March 18 7:00 – 9:00pm St. Isidore, 1135 March Road Wed., March 18 7:00pm Queen of the Most Holy Rosary, 20 Grant Street Fri., March 20 7:00pm St. Augustine, 1060 Baseline Road Sat., March 21 1:30pm Sheng Shen (Chinese), 1187 Michael Street North Tues., March 24 7:00pm Holy Canadian Martyrs, 100 Main Street Tues., March 24 7:00 – 9:00pm Holy Cross, 685 Walkley Road Tues., March 24 7:30pm Holy Korean Martyrs (Korean), 254 Argyle Avenue Wed., March 25 7:00pm Holy Name of Mary, 134 Bridge Street, Almonte Wed., March 25 7:00pm St. Michael, Corkery (at Holy Name of Mary, 134 Bridge Street, Almonte) Wed., March 25 7:00pm St. Peter Celestine (at Holy Name of Mary, 134 Bridge Street, Almonte) Wed., March 25 7:00 – 9:00pm Holy Redeemer, 44 Rothesay Drive Wed., March 25 7:00pm St. Leonard, 5332 Long Island Road, Manotick Wed., March 25 7:00pm St. Brigid, Manotick at St. Leonard, 5332 Long Island Road Wed., March 25 7:00pm St. John the Evangelist at St. Leonard, 5332 Long Island Road Wed., March 25 7:00pm Our Lady of the Miraculous Medal, 17 First Avenue, Russell Thurs., March 26 7:00pm Resurrection of Our Lord, 1940 Saunderson Drive Thurs., March 26 7:00pm St. Peter, 1640 Heatherington Road Fri., March 27 7:00pm Good Shepherd, 3092 Innes Road Archdiocese of Ottawa – Lenten Penance Services & Confession Times 2020 2 Fri., March 27 9:30am – 12:00pm; 4:00 – 6:00pm Sagrada Familia (Hispanic), 152 Glenora Avenue Sat., March 28 3:00 – 4:15pm Immaculate Heart of Mary, 1758 Alta Vista Drive Sat., March 28 10:00am - 1:30pm St.
    [Show full text]
  • TOH Design Brief and Planning Rational
    New Civic Development for The Ottawa Hospital Master Site Plan - Design Brief and Planning Rationale May 2021 New Civic Development The Ottawa Hospital Applications for: Site Plan Control, Master Site Plan and Lifting of Holding Zone Design Brief and Planning Rationale Prepared by: Parsons with HDR and GBA Page 1 New Civic Development for The Ottawa Hospital Master Site Plan –Design Brief and Planning Rationale May 2021 TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................................................................ 1 1.1 Local Context .............................................................................................................................................................. 1 1.2 Site Significance ......................................................................................................................................................... 4 1.3 Existing Potential for Transportation Network .......................................................................................................... 4 1.4 Site Topography and Open Space ............................................................................................................................. 4 2.0 DESIGN BRIEF .................................................................................................................................................................. 6 2.1 Design Vision and Design Principles ........................................................................................................................
    [Show full text]
  • CSS Brochure
    Western Ottawa Community Resource Centre Community Support Services Services available to you in Stittsville, Kanata and Nepean Contact us! 613-591-3686 Option 3 wocrc.community BRINGING CARE supportservices.ca &COMMUNITY TOGETHER [email protected] COMMUNITY SUPPORT SERVICES Our Community Support Services are available to seniors aged 55+ and adults with a physical disability living in the communities of Kanata, Stittsville, Nepean and West Carleton. 613-591-2501 Community Support Services are for individuals who need support to function independently at home, because of a disability, illness or limitation due to aging. Also known as home and community care, these services help individuals live at home and keep connected with their community. facebook.com/ Community Support Services are based on guiding beliefs that value WOCRC.CRCOO empowerment, equity, partnership and innovation. This is translated into meaningful, caring and personalized service, in order to enhance self-esteem and promote independence at home. @WOCRC_CRCOO Eligibility criteria may apply. These services are provided by volunteers and paid workers who have been screened (including a police record check for the vulnerable sector). All are trained by staff at the Western Ottawa Community Resource Centre. wocrc.ca The WOCRC tries to accommodate all requests for service; however this depends on the availability of volunteers and paid workers. For further information or to access these services, please call 613-591-3686 and choose option 3. If you live outside of Kanata, Nepean or West Carleton, please use Caredove (https://www.caredove.com/champlaincss) to find the nearest providers of 2 MacNeil Court these services. Kanata, ON K2L 4H7 Updated March 2019 BN: 12821 9201 RR 0001 Services Available 613-591-3686, option 3 Financial subsidy may be available for any of the services.
    [Show full text]
  • Built Heritage Sub-Committee / Sous-Comité Du Patrimoine Bâti August 13, 2015 / 13 Août 2015
    1 Report to Rapport au: Built Heritage Sub-Committee / Sous-comité du patrimoine bâti August 13, 2015 / 13 août 2015 and / et Planning Committee / Comité de l'urbanisme August 25, 2015 / 25 août 2015 and Council / et au Conseil September 9, 2015 / 9 septembre 2015 Submitted on July 13, 2015 Soumis le 13 juillet 2015 Submitted by Soumis par: John L. Moser, Acting Deputy City Manager / Directeur municipal adjoint par intérim, Planning and Infrastructure / Urbanisme et Infrastructure Contact Person Personne ressource: Lee Ann Snedden, Acting Chief / Chef par intérim, Development Review Services / Services d’Examen des projets d'aménagement, Planning and Growth Management / Urbanisme et Gestion de la croissance (613) 580-2424, 25779, [email protected] Report Author / Auteur du rapport: Lesley Collins, Planner II /Urbaniste II, Development Review Services / Services d’Examen des projets d’aménagement, Heritage Services Section / Section des Services du Patrimoine (613) 580-2424, 21586, [email protected] 2 Ward: KITCHISSIPPI (15) File Number: ACS2015-PAI-PGM-0050 SUBJECT: Designation of the Champlain Oil Company Service Station, 70 Richmond Road, under Part IV of the Ontario Heritage Act OBJET: Désignation de la station-service de la Champlain Oil Company, située au 70, chemin Richmond, aux termes de la partie IV de la Loi sur le patrimoine de l’Ontario REPORT RECOMMENDATION That the Built Heritage Sub-Committee recommend that Planning Committee recommend Council issue a Notice of Intention to designate 70 Richmond Road under Part IV of the Ontario Heritage Act according to the Statement of Cultural Heritage Value, attached as Document 5. RECOMMANDATION DU RAPPORT Que le Sous-comité du patrimoine bâti recommande au Comité de l’urbanisme de recommander à son tour au Conseil de publier un avis d’intention de désigner la propriété située au 70, chemin Richmond, aux termes de la partie IV de la Loi sur le patrimoine de l’Ontario, conformément à la déclaration de valeur sur le plan du patrimoine culturel faisant l’objet du document 5.
    [Show full text]
  • Planning Rationale in Support of Application for Zoning By-Law Amendment
    1 Planning Rationale in Support of Application for Zoning By-law Amendment 5254 Bank Street City of Ottawa Prepared by: Holzman Consultants Inc. Land Development Consultants March 17, 2020 Amended October 2, 2020 311 Richmond Road, Suite 203 Ottawa, Ontario K1Z 6X3 2 TABLE OF CONTENTS 1.0 INTRODUCTION 3 1.1 BACKGROUND 3 1.2 PROPOSED LAND USE AND ZONING BY-LAW AMENDMENT 5 2.0 APPLICABLE PLANNING POLICIES 6 2.1 PROVINCIAL POLICY STATEMENT (PPS) 6 2.2 CITY OF OTTAWA OFFICIAL PLAN (OP) 7 2.3 CITY OF OTTAWA ZONING BY-LAW (ZONING BY-LAW) 9 3.0 CONSISTENCY AND COMPATIBILITY 12 4.0 CONCLUSION 12 LIST OF EXHIBITS EXHIBIT A Google Maps Street View of the Subject Property 3 EXHIBIT B GeoOttawa Air Photo Showing the Subject Property 4 EXHIBIT C Conceptual Site Plan 5 EXHIBIT D Excerpt from Rural Policy Plan (Schedule A) of the OP 7 EXHIBIT E GeoOttawa Map indicating the Current Zoning 11 311 Richmond Road, Suite 203 Ottawa, Ontario K1Z 6X3 3 1.0 INTRODUCTION Holzman Consultants Inc. (“HCI”) was retained by Denzil and Sandra Reaney (collectively the “Applicant”) to prepare a Planning Rationale in support of an application for Zoning By-law Amendment for 5254 Bank Street (the “Subject Property”), legally described as: PT LT 28 CON 4RF GLOUCESTER AS IN GL76777 (PIN: 043270082) The intention of this application is to amend the zoning designation of the Subject Property from Rural Countryside Subzone 2 (RU2) to Rural General Industrial Subzone 3, Exception XX (RG3 [XXr]). To demonstrate that the requested amendment represents good land use planning, while also being consistent and compatible with planning policy and site context, this report contains an analysis of the following: Provincial Policy Statement; City of Ottawa Official Plan; and, City of Ottawa Zoning By-law.
    [Show full text]