NOISE IMPACT ASSESSMENT FOR SITE PLAN APPROVAL 12 HAMILTON AVENUE NORTH OTTAWA, ON.

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1 NOISE IMPACT ASSESSMENT FOR SITE PLAN APPROVAL 12 HAMILTON AVENUE NORTH OTTAWA, ON. REPORT PREPARED FOR SURFACE DEVELOPMENTS 61 FOREST HILL AVE. OTTAWA, ON, K2C 1P7 September 15,

2 1 NOISE IMPACT ASSESSMENT SURFACE DEVELOPMENTS 1.0 BACKGROUND A new 4-story residential complex constructed by Surface Developments has been planned at 12 Hamilton Avenue North. The City of Ottawa requires a Noise Impact Assessment as part of the Site Plan Approval for the complex. The Ottawa Environmental Noise Control Guidelines define the influence zones for various transportation modes as follows: Development proposals for new noise sensitive land uses are required to include a noise feasibility study and/or detailed noise study in the following locations: Mixed Use Centre, Town Centre and Mainstreets as identified on Schedule B; or within 100 metres from the right-of-way of: an existing or proposed arterial, collector or major collector road identified on Schedules E and F; or a light rail transit corridor; bus rapid transit, or transit priority corridor identified on Schedule D; 250 metres from the right-of-way of: an existing or proposed highway; 300 metres from the right of way of a proposed or existing rail corridor or; secondary main railway line; 500 metres from the right-of-way of: a 400-series provincial highway, freeway or a principle main railway line; Outside the 30 NEP noise contour and Airport Operating Influence Zone (AOIZ), new noise sensitive land uses are permitted, with conditions, subject to a detailed noise impact study and based on the Ottawa Airport zoning regulations and the Aeronautics Act. Elsewhere in the Airport Vicinity Development Zone (AVDZ) and outside the AOIZ area development may be permitted subject to a noise study or the Prescribed Measures for Aircraft Noise in Part 6 of the Environmental Noise Control Guidelines. Transportation routes within the influence zone of the proposed property include Hamilton Ave (Local Access Road), Hinton Ave. (Local Access Road), Armstrong Ave. (Local Access Road), Spencer St. (Local Access Road), Wellington St. (2-Lane Urban Arterial), and Parkdale Ave. (2- Lane Urban Arterial). The Queensway is just beyond 500 metres from the site, and the Westboro Bus Transit route is about 430m from the site. The site lies to the north of the City of Ottawa Airport; however, it is outside the Airport Vicinity Development Zone provided for that airport. Therefore, no consideration of airport noise is required. There are no railway lines within the influence distance of the development, so railway noise has not been considered. In summary, the noise sources that need to be taken into account for this development are: Wellington St. 2-Lane Urban Arterial Parkdale Ave. 2-Lane Urban Arterial

3 2 This study has been prepared in accordance with the City of Ottawa Environmental Noise Control Guidelines and the Ontario Ministry of the Environment Guideline NPC NOISE LEVELS AT SOURCE The noise levels from road traffic are determined by the number of lanes in a roadway, the type of roadway, and the posted speed limit. The type of roadway specifies the mix of vehicle types using that road during both day and night. Table 1 below taken from the Ottawa guidelines shows the data relevant to Wellington St. and Parkdale Ave. TABLE 1 ROAD DEFINITIONS AND RELATED TRAFFIC DATA Row Width(m) Implied Roadway Class 2-Lane Urban Arterial AADT Vehicles /Day Posted Speed Km/h Day/Night Split % Medium Trucks % Heavy Trucks % 15, /8 7 5 For roads that are close to the receiver locations (distance from road centreline to receiver less than 50m), it is necessary to divide the traffic volumes into the two directions on the road. In the case, where the distance from the source to the receiver is greater than 50m, the source can be located at the centreline of the roadway as the reduction in the calculated noise level at the receiver will be less than 0.5 db. Since the minimum noise source/receiver distance allowed in the STAMSON model is 15 metres, the noise at most receivers can be calculated by STAMSON using the centreline model with difference of less than half a decibel from the two-lane model, and less than 0.1 db at receiver distances beyond 45 metres from the centreline. For the purposes of this study, the calculations performed on Wellington and Parkdale have been calculated using the centreline method. When noise barriers are used, elevation differences between the roadway, the barrier base, and the receiver location also affect the noise level at the receiver. Noise at all windows and outdoor living areas must take into account the elevation of that area above the ground. Table 2 shows the traffic volumes from Table 1 divided into day and night traffic and separated into automobiles, medium trucks, and heavy trucks according to the percentages giving in Table 1. TABLE 2 TRAFFIC VOLUME ALLOCATIONS Street AADT Day (0700h to 2259h) Night (2300h to 0659h) Total Total Total Total Medium Heavy Medium Automobiles Trucks Trucks Trucks Total Automobiles Total Heavy Trucks Wellington St. 15,000 13, , Parkdale Ave. 15,000 13, ,

4 3 The traffic speed on Wellington St. and Parkdale Ave. were set to 50 km/h which is the posted speed limit for the respective roadways. This data was input into the traffic noise model STAMSON 5.1 to calculate noise levels at the various receiver locations. 3.0 NOISE LEVEL AT RECEIVERS The criteria for acceptability and remedial actions require noise levels to be calculated in Outdoor Living Areas (OLAs), and in the plane of the windows in Living Rooms, Dining Rooms, Bedrooms, or any other rooms that may be used for similar activities as in these rooms. The OLA noise criteria is the 16-hour Equivalent Noise Level (Leq 16Hr ) the noise level averaged over the daytime period from 0700h to 2259h (7:00AM to 10:59PM). The criteria for noise in Living Rooms and Dining Rooms (or similar rooms) are also based on the daytime 16-hour Leq. For Bedrooms, the acceptability criterion is based on the 8-hour Equivalent Noise level (Leq 8Hr) the noise level averaged over the night-time period from 2300h to 0659h (11:00PM to 6:59AM). It is not necessary to calculate the noise level at every window or wall in the proposed building. Calculation of noise levels at several receiver locations along a wall permits interpolation of noises levels at other points along the wall which are then the impact noise at those locations. For walls whose dimensions are small compared to the noise propagation distance from the road source, calculation of impacting noise at the ends of the wall is usually sufficient; for walls that are close to the roadways or are irregular in plan view, more calculation points need to be taken, particularly if the irregularities in the wall planform would provide extensive shielding of some portions of the walls and windows. Where a receiver is exposed to more than one of the roadway noise sources, the total noise from all sources was calculated by the STAMSON model. Table 3 below shows the noise levels at the chosen representative locations. Appendix B - Site Plan shows the perpendicular distance from each of these receivers to the source roadway and the limiting sight lines that include the section creating the road noise. The STAMSON model has been calculated using a reflective ground surface (hard surface) everywhere and therefore the indicated noise levels are equal for all heights on the building at each calculation point. A review of the buildings in the influence areas determined that the neighbouring buildings represented less than 20% blockage on the east elevation and therefore the blockage was not calculated in the STAMSON model. On the east elevation, a review of the buildings determined that there was a greater than 80% blockage on the first two storeys and therefore, a two storey barrier was used in the calculation for the 1 st and 2 nd floor of the west elevation. There is no blockage by neighbouring buildings above the 2 nd storey on either elevation.

5 4 TABLE 3 STAMSON MODEL RESULTS: NOISE LEVELS AT REPRESENTATIVE RECEIVERS Location Day (dba) Night (dba) Point 1-1 st Floor - East Elevation (Wellington & Parkdale) Point 2-4th Floor - East Elevation (Wellington & Parkdale) Point 3-1st Floor - West Elevation (Wellington) Point 4-4 th Floor Terrace - West Elevation (Wellington) Tables 4 and 5 list the criteria of acceptability and required actions for each type of receiver location. Each wall/window receiver location in Table 3 has to be assessed against both living room/dining room criteria (daytime Leq 16hr ) and night time criteria (Leq 8Hr ). Point 4 in Table 3 has also been assessed for the Outdoor Living Area (daytime Leq 16hr ) criteria. Assessment Location Outdoor Living Area (OLA) Assessment Location Plane of Living Room Window Plane of Bedroom Window Leq (8 or 16 hrs as noted) (dba) Leq 16hr less than or equal to 55dBA Leq 16hr greater than 55dBA to less than or equal to 60dBA Leq 16hr greater than 60dBA Leq (8 or 16 hrs as noted) (dba) Leq 16hr less than or equal to 55dBA Leq 16hr greater than 55dBA to less than or equal to 65dBA Leq 16hr greater than 65dBA Leq 8hr greater than 50dBA to less than or equal to 60dBA Leq 8hr greater than 60dBA TABLE 4 NOISE LEVEL CRITERIA Ventilation Requirements Outdoor Control Measures Warning Clause N/A None required Not Required N/A N/A Ventilation Requirements Control measures (barriers) may not be required but should be considered Control measures (barriers required to reduce the Leq to below 60dBA and as close to 55 dba as technically, economically and administratively feasible Outdoor Control Measures Required if Leq exceeds 55dBA Type A Required if Leq exceeds 55dBA Type B Warning Clause None Required N/A Not Required Forced air heating with provision for central air conditioning Central air conditioning Forced air heating with provision for central air conditioning Central air conditioning N/A N/A N/A N/A Required Type C Required Type D Required Type C Required Type D

6 5 TABLE 5 ROAD AND RAIL NOISE, DAY-TIME (0700h-2300h) AND NIGHT-TIME (2300h-0700h) BUILDING COMPONENT REQUIREMENTS Assessment Sound Level (time as noted) Building Component Requirements Location Plane of Living Room Window Plane of Bedroom Window Road Rail Road Rail Leq 16h Less than or equal to 65 dba Leq 16h Greater than 65 dba Leq 16h Less than or equal to 60 dba Leq 16h Greater to 60 dba Leq 8h Less than or equal to 60 dba Leq 8h Greater than 60 dba Leq 8h Less than or equal to 60 dba Leq 8h Greater than 60 dba Table 6 below provides the Warning Clauses. TABLE 6 Warning Type Clauses Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Type Type A Type B Type C Type D Type E Warning Clause "Purchasers/tenants are advised that sound levels due to increasing (road) (Transitway) (rail) (air) traffic may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the City s and the Ministry of the Environment's noise criteria." "Purchasers/tenants are advised that despite the inclusion of noise control features in the development and within the building units, sound levels due to increasing (road) (Transitway) (rail) (air) traffic may on occasions interfere with some activities of the dwelling occupants as the sound levels exceed the City s and the Ministry of the Environment's noise criteria." "This dwelling unit has been fitted with a forced air heating system and the ducting, etc. was sized to accommodate central air conditioning. Installation of central air conditioning by the occupant will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the City s and the Ministry of the Environment's noise criteria. (Note: The location and installation of the outdoor air conditioning device should be done so as to comply with noise criteria of MOE Publication NPC-216, Residential Air Conditioning Devices and thus minimize the noise impacts both on and in the immediate vicinity of the subject property." "This dwelling unit has been supplied with a central air conditioning system which will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the City s and the Ministry of the Environment's noise criteria." "Purchasers/tenants are advised that due to the proximity of the adjacent industry (facility) (utility), sound levels from the industry (facility) (utility) may at times be audible

7 6 The calculated noise levels result in the following requirements: Outdoor Living Areas: West Elevation - 4 th Floor Terrace - Point 4 (Outdoor Living Area) dba Barriers around the area should be considered; however, are not required. The titles must include the Warning Clause Type A. The building must be building code complaint. Living Room/Dining Room (Daytime) East Elevation (All Floors): Point dba, Point dba Ventilation system must be designed for the installation of forced air heating system which is designed to accommodate for the installation of an air conditioning system and the titles must include the Warning Clause Type C. The building must be building code compliant. West Elevation (1 st and 2 nd Floors): Point dba The building must be building code compliant. East Elevation (3 rd and 4 th Floors): Point dba Ventilation system must be designed for the installation of forced air heating system which is designed to accommodate for the installation of an air conditioning system and the titles must include the Warning Clause Type C. The building must be building code compliant. Bedroom (Night-time) East Elevation (All Floors): Point dba, Point dba Ventilation system must be designed for the installation of forced air heating system which is designed to accommodate the installation of an air conditioning system and the titles must include the Warning Clause Type C. The building must be building code compliant. West Elevation (All Floors): Point dba, Point dba The building must be building code compliant. 4.0 RECOMMENDATIONS & CONCLUSIONS The planned 4-storey residential complex located at 12 Hamilton Ave. will require the following design requirements and title warning clauses: 4 th Floor terrace requires a Type A Warning Clause since the area exceeds the daytime Leq 16Hr 55 dba. The designer should consider the installation of a sound barrier. The units exposed to the east elevation require forced air heating which is designed to accommodate the installation of air conditioning as well as the Type C Warning Clause on Title to all units on the east elevation as at all calculated points the daytime Leq was found to be between 55 dba and 65 dba while the nighttime Leq was found to be between 50 dba and 60 dba. The units require to be building code compliant.

8 7 The 3 rd and 4 th floor units exposed to the west elevation require forced air heating which is designed to accommodate the installation of air conditioning as well as the Type C Warning Clause on Title to all units on the west elevation as at all calculated points the daytime Leq was found to be between 55 dba and 65 dba. The units require to be building code compliant. The 1 st and 2 nd floor units exposed to the west elevation require to only be building code compliant. Trusting this meets with your present requirements, please feel free to contact us should you require further information. Steve Christison, P.Eng Neil Standen, P.Eng URBAN AERODYNAMICS LTD 16/09/15

9 A1 APPENDIX A: GLOSSARY

10 A2 Definitions: AADT "Annual Average Daily Traffic" is defined as the average twenty-four hour, two-way traffic for the period January 1 to December 31st dba - the A-weighted sound pressure level. Influence Area: The area detailed within the City Ottawa Noise Guidelines which indicates which sources need to be calculated for noise effect Leq - The Logarithmic Energy Equivalent Continuous Sound Level is the constant sound level over a time period that results in the same total sound energy as the actually varying sound. Leq is a measure of total sound energy dose over a specified time period. Leq 16Hr The Leq over the daytime period of 0700h to 2259h Leq 8Hr The Leq over the night-time period of 2300h to 0659h Outdoor Living Area (OLA): An outdoor amenity area provided recreational activities and for the quiet enjoyment of the outdoor environment. Receiver Location of calculation point on the building structure or in the OLA Source Location of origination of noise. Taken from the centre point of a traffic lane, stationary object or rail line STAMSON noise modeling software that calculates existing and future transportation noise levels; from Ontario Ministry of Environment

11 B1 APPENDIX B: SITE PLAN

12 B2

13 C1 APPENDIX C: CALCULATIONS

14 C2 STAMSON 5.0 NORMAL REPORT Date: :13:57 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: point1.te Time Period: Day/Night 16/8 hours Description: East Elevation - 1st Floor - Parkdale Wellington Road data, segment # 1: Parkdale (day/night) Car traffic volume : 12144/1056 veh/timeperiod Medium truck volume : 966/84 veh/timeperiod Heavy truck volume : 690/60 veh/timeperiod Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 1: Parkdale (day/night) Angle1 Angle2 : deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : 2.80 / 2.80 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Road data, segment # 2: Wellington (day/night) Car traffic volume : 12144/1056 veh/timeperiod Medium truck volume : 966/84 veh/timeperiod Heavy truck volume : 690/60 veh/timeperiod Posted speed limit : 60 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 2: Wellington (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : 2.80 / 2.80 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00

15 C3 Results segment # 1: Parkdale (day) ROAD ( ) = dba Segment Leq : dba Results segment # 2: Wellington (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Parkdale (night) ROAD ( ) = dba Segment Leq : dba Results segment # 2: Wellington (night) ROAD ( ) = dba

16 C4 Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): STAMSON 5.0 NORMAL REPORT Date: :14:50 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: point2.te Time Period: Day/Night 16/8 hours Description: East Elevation - 4th Floor - Parkdale Wellington Road data, segment # 1: Parkdale (day/night) Car traffic volume : 12144/1056 veh/timeperiod Medium truck volume : 966/84 veh/timeperiod Heavy truck volume : 690/60 veh/timeperiod Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 1: Parkdale (day/night) Angle1 Angle2 : deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : / m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Road data, segment # 2: Wellington (day/night) Car traffic volume : 12144/1056 veh/timeperiod Medium truck volume : 966/84 veh/timeperiod

17 C5 Heavy truck volume : 690/60 veh/timeperiod Posted speed limit : 60 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 2: Wellington (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : / m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Parkdale (day) ROAD ( ) = dba Segment Leq : dba Results segment # 2: Wellington (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Parkdale (night)

18 C6 ROAD ( ) = dba Segment Leq : dba Results segment # 2: Wellington (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): STAMSON 5.0 NORMAL REPORT Date: :15:36 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: point3.te Time Period: Day/Night 16/8 hours Description: West Elevation - 1st Floor - Wellington Road data, segment # 1: Wellington (day/night) Car traffic volume : 12144/1056 veh/timeperiod Medium truck volume : 966/84 veh/timeperiod Heavy truck volume : 690/60 veh/timeperiod Posted speed limit : 50 km/h

19 C7 Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 1: Wellington (day/night) Angle1 Angle2 : 0.00 deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : 2.80 / 2.80 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 0.00 deg Angle2 : deg Barrier height : 6.10 m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Results segment # 1: Wellington (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 2.80! 2.50! 2.50 ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Wellington (night) Barrier height for grazing incidence

20 C8 Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 2.80! 2.50! 2.50 ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): STAMSON 5.0 NORMAL REPORT Date: :17:55 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: point4.te Time Period: Day/Night 16/8 hours Description: West Elevation - 4th Floor - Wellington Road data, segment # 1: Wellington (day/night) Car traffic volume : 9715/845 veh/timeperiod Medium truck volume : 773/67 veh/timeperiod Heavy truck volume : 552/48 veh/timeperiod Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 1: Wellington (day/night) Angle1 Angle2 : 0.00 deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 2 (Reflective ground surface) Receiver source distance : / m Receiver height : / m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00

21 C9 Results segment # 1: Wellington (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Wellington (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 48.73

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