Transportation Noise Assessment. 809 Richmond Road. Ottawa, Ontario

Transcription

1 Transportation Noise Assessment 809 Richmond Road Ottawa, Ontario REPORT: GWE Transportation Noise Prepared For: Walter Boyce OCEF Corp Slater Street Ottawa, Ontario K1R 5C1 Prepared By: Michael Lafortune, Environmental Technologist Joshua Foster, P.Eng., Partner April 11, Walgreen Road, Ottawa, Ontario K0A 1L0 T (613)

2 EXECUTIVE SUMMARY This document describes a transportation noise assessment performed for a proposed development consisting of two 16-storey residential buildings, connected by a common three-storey podium. The development is located at 809 Richmond Road in Ottawa, Ontario. Upon completion, the development will rise approximately 57.5 meters above local grade. The major sources of roadway noise are Richmond Road, Byron Avenue and Sherbourne Road. Figure 1 illustrates a site plan with surrounding context. The assessment is based on: (i) theoretical noise prediction methods that conform to the Ontario Ministry of the Environment and Climate Change (MOECC) and City of Ottawa requirements; (ii) noise level criteria as specified by the City of Ottawa s Environmental Noise Control Guidelines (ENCG); (iii) future vehicular traffic volumes based on the City of Ottawa s Official Plan right of way allowances; and (iv) architectural drawings received from Roderick Lahey Architect Inc. The results of the current study indicate that noise levels due to roadway traffic over the site will range between 49 and 70 dba during the daytime period (07:00-23:00) and between 41 and 62 dba during the nighttime period (23:00-07:00). The highest noise level (i.e. 70 dba) occurs along the buildings southern façade, which is nearest and most exposed to Richmond Road, Byron Avenue and Sherbourne Road. Minimum building construction in all areas is required to satisfy the Ontario Building Code (2012). In addition, upgraded Sound Transmission Class (STC) ratings are required for building components where noise levels exceed 65 dba (see Figures 4-6). In addition to upgraded windows, the installation of central air conditioning (or similar mechanical system) will be required for all units. A Warning Clause in all Agreements of Lease, Purchase and Sale will be required for all units. Transportation Noise Assessment i

3 Noise levels at the rooftop terrace of the east tower (Receptor 15) are expected to approach 57 dba during the daytime period. According to the ENCG, if this area is to be used as an outdoor living area, noise control measures are required. Investigation into the application of a 1.1-meter noise mitigating guard rail surrounding the terrace, proved that noise levels can be reduced to 55 dba, as illustrated in Figure 3. Vibration levels due to light rail activity in the area are expected to fall below the criterion of 0.14 mm/s at the nearest residences to the track. As the vibration assessment is based on preliminary functional plan forming part of the Environmental Assessment, an updated vibration study will be required during site plan control when the alignment of the LRT is better defined. Transportation Noise Assessment ii

4 TABLE OF CONTENTS PAGE 1. INTRODUCTION 1 2. TERMS OF REFERENCE 1 3. OBJECTIVES 2 4. METHODOLOGY Background Roadway Traffic Noise Criteria for Roadway Traffic Noise Roadway Traffic Volumes Theoretical Roadway Noise Predictions Indoor Noise Calculations Ground Vibration & Ground-borne Noise Vibration Background and Relevant Criteria Theoretical Ground Vibration Prediction Procedure 8 5. RESULTS AND DISCUSSION Roadway Noise Levels STC Requirements Noise Barrier Calculation Predicted Vibration Levels CONCLUSIONS AND RECOMMENDATIONS 13 FIGURES APPENDICES: Appendix A STAMSON 5.04 Input and Output Data Appendix B FTA Vibration Calculations (Future LRT) Transportation Noise Assessment iii

5 1. INTRODUCTION Gradient Wind Engineering Inc. (GWE) was retained by OCEF Corp. to undertake a transportation noise and vibration study of a proposed mixed-use development in Ottawa, Ontario. This report summarizes the methodology, results, and recommendations related to a transportation noise and ground vibration assessment. GWE s scope of work involved assessing exterior and interior noise levels generated by local roadway traffic. The assessment was performed on the basis of theoretical noise calculation methods conforming to the City of Ottawa 1 and Ontario Ministry of the Environment and Climate Change 2 (MOECC) guidelines. Noise calculations were based on architectural drawings received from Roderick Lahey Architect Inc., with future traffic volumes corresponding to the City of Ottawa s Official Plan (OP) roadway classifications. 2. TERMS OF REFERENCE The focus of this transportation noise assessment is a proposed development consisting of two - 16-storey residential buildings connected by a common three-storey podium. The development is located at 809 Richmond Road. The major sources of roadway noise are Richmond Road, Byron Avenue and Sherbourne Road. The site is surrounded on all sides with mixed-use land, specifically commercial, institutional and residential. Figure 1 illustrates a complete site plan with surrounding context. Upon completion, the development will rise approximately 57.5 meters above local grade to the top of the mechanical penthouse. The ground floor will house commercial and common space, while Floors 2 & 3 will occupy parking space only. Three outdoor living areas (OLA s) are located on site, specifically at the podium terrace, and the residential tower rooftop terraces. 1 City of Ottawa, Environmental Noise Control Guidelines, January Ontario Ministry of the Environment and Climate Change Publication NPC-300 Transportation Noise Assessment 1

6 3. OBJECTIVES The main goals of this work are to: (i) calculate the future noise levels on the study building produced by local roadway traffic, (ii) calculate the future vibration levels on the study building produced by local LRT traffic (iii) ensure that interior noise levels and vibration levels do not exceed the allowable limits specified by the City of Ottawa s Environmental Noise Control Guidelines as outlined in Section 4 of this report. 4. METHODOLOGY 4.1 Background Noise can be defined as any obtrusive sound. It is created at a source, transmitted through a medium, such as air, and intercepted by a receiver. Noise may be characterized in terms of the power of the source or the sound pressure at a specific distance. While the power of a source is characteristic of that particular source, the sound pressure depends on the location of the receiver and the path that the noise takes to reach the receiver. Measurement of noise is based on the decibel unit, dba, which is a logarithmic ratio referenced to a standard noise level ( Pascals). The A suffix refers to a weighting scale, which better represents how the noise is perceived by the human ear. With this scale, a doubling of power results in a 3 dba increase in measured noise levels and is just perceptible to most people. An increase of 10 dba is often perceived to be twice as loud. 4.2 Roadway Traffic Noise Criteria for Roadway Traffic Noise For vehicle traffic, the equivalent sound energy level, L EQ, provides a measure of the time varying noise levels, which is well correlated with the annoyance of sound. It is defined as the continuous sound level, which has the same energy as a time varying noise level over a period of time. For roadways, the L EQ is commonly calculated on the basis of a 16-hour (L EQ16) daytime (07:00-23:00) / 8-hour (L EQ8) nighttime (23:00-07:00) split to assess its impact on residential buildings. The City of Ottawa s Environmental Noise Control Guidelines (ENCG) specifies that the recommended indoor noise limits (that are relevant to this study) are 40, 45 and 50 dba for residence sleeping quarters, living rooms and retail space respectively, as listed in Table 1. Based on GWE s experience, more comfortable indoor noise levels should be targeted toward 37, 42 and 47 dba to control peak noise, and deficiencies in building envelope construction. Transportation Noise Assessment 2

7 TABLE 1: INDOOR SOUND LEVEL CRITERIA (ROAD & RAIL) 3 Type of Space Time Period Road L EQ (dba) General offices, reception areas, retail stores, etc. 07:00 23: Living/dining/den areas of residences, hospitals, schools, nursing/retirement homes, day-care centres, theatres, places of worship, libraries, individual or semi-private offices, conference rooms, etc. Rail 07:00 23: Sleeping quarters of hotels/motels 23:00 07: Sleeping quarters of residences, hospitals, nursing/retirement homes, etc. 23:00 07: Predicted noise levels at the plane of window (POW) and outdoor living area (OLA) dictate the action required to achieve the recommended sound levels. When noise levels at these areas exceed the criteria outlined in Table 2, specific outdoor, ventilation and Warning Clause requirements may apply. In addition, when noise levels exceed the criteria outlined in Table 3, upgraded building components must be designed. 3 Adapted from ENCG Table 2.2b,c Transportation Noise Assessment 3

8 TABLE 2: ROAD & RAIL NOISE COMBINED OUTDOOR NOISE, VENTILATION AND WARNING CLAUSE REQUIREMENTS 4 Time Period L EQ (dba) Ventilation Requirements Outdoor Noise Control Measures Warning Clause Outdoor Living Area (OLA) L EQ(16hr) < 55 N/A Not required Not required Daytime (07:00 23:00) 55 < L EQ(16hr) 60 L EQ(16hr) > 60 N/A N/A May not be required but should be considered Required to reduce the L EQ to below 60 dba and as close to 55 dba where feasible Type A Type B Plane of Window (POW) L EQ(16hr) < 55 Not required N/A Not required Daytime (07:00 23:00) 55 < L EQ(16hr) 65 Forced air heating with provision for central air conditioning N/A Type C L EQ(16hr) > 65 Central air conditioning N/A Type D L EQ(8hr) < 50 Not required N/A Not required Nighttime (23:00 07:00) 50 < L EQ(8hr) 60 Forced air heating with provision for central air conditioning N/A Type C L EQ(8hr) > 60 Central air conditioning N/A Type D - Required if resultant L EQ exceeds 55 dba - Required if resultant L EQ exceeds 55 dba and if it is administratively, economically and/or technically feasible TABLE 3: ROAD & RAIL NOISE BUILDING COMPONENT REQUIREMENTS 5 Source L EQ (dba) Building Component Requirements Road Rail L EQ(16hr) > 65 (Daytime) L EQ(8hr) > 60 (Nighttime) L EQ(16hr) > 60 (Daytime) L EQ(8hr) > 55(Nighttime) Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria 4 Adapted from ENCG 2006 Table Adapted from ENCG 2006 Table 1.8 Transportation Noise Assessment 4

9 4.2.2 Roadway Traffic Volumes The ENCG dictates that noise calculations should consider future sound levels based on a roadway s classification at the mature state of development. Therefore, traffic volumes are based on the roadway classifications outlined in the City of Ottawa s Official Plan (OP) and Transportation Master Plan 6 which provides additional details on future roadway expansions. Average Annual Daily Traffic (AADT) volumes are then based on data in Table B1 of the ENCG for each roadway classification. Table 4 (below) summarizes the AADT values used for each roadway included in this assessment. TABLE 4: ROADWAY TRAFFIC DATA Roadway Roadway Class Speed Limit (km/h) Official Plan AADT Richmond Road 2-UAU 50 15,000 Byron Avenue 2-UMCU 50 12,000 Sherbourne Road 2-UCU 50 8, Theoretical Roadway Noise Predictions Noise predictions were performed with the aid of the MOECC computerized noise assessment program, STAMSON 5.04, for road and rail analysis. Appendix A includes the STAMSON 5.04 input and output data. Roadway noise calculations were performed by treating each road segment as separate line sources of noise, and by using existing building locations as noise barriers. In addition to the traffic volumes summarized in Table 4, theoretical noise predictions were based on the following parameters: Truck traffic on all roadways was taken to comprise 5% heavy trucks and 7% medium trucks, as per ENCG requirements for noise level predictions The day/night split was taken to be 92% / 8% respectively for all streets Absorptive and reflective intermediate ground surfaces based on specific source-receiver path ground characteristics The study site was treated as having flat topography Noise receptors were strategically placed at 15 locations around the study area (see Figure 2 and 3). 6 City of Ottawa Transportation Master Plan, November 2013 Transportation Noise Assessment 5

10 4.3 Indoor Noise Calculations The difference between outdoor and indoor noise levels is the noise attenuation provided by the building envelope. According to common industry practice, complete walls and individual wall elements are rated according to the Sound Transmission Class (STC). The STC ratings of common residential walls built in conformance with the Ontario Building Code (2012) typically exceed STC 35, depending on exterior cladding, thickness and interior finish details. For example, brick veneered walls can achieve STC 55. Standard good quality double-glazed non-operable windows can have STC ratings ranging from 25 to 40 depending on the window manufacturer, pane thickness and inter-pane spacing. As previously mentioned, the windows are the known weak point in a partition. According to the ENCG, when daytime noise levels (from road and rail sources) at the plane of the window exceed 65 dba, calculations must be performed to evaluate the sound transmission quality of the building components to ensure acceptable indoor noise levels. The calculation procedure 7 considers: Window type and total area as a percentage of total room floor area Exterior wall type and total area as a percentage of the total room floor area Acoustic absorption characteristics of the room Outdoor noise source type and approach geometry Indoor sound level criteria, which varies according to the intended use of a space Based on published research 8, exterior walls possess specific sound attenuation characteristics that are used as a basis for calculating the required STC ratings of windows in the same partition. Due to the limited information available at the time of the study, which was prepared for site plan approval, detailed floor layouts and building elevations have not been finalized; therefore, detailed STC calculations could not be performed at this time. As a guideline, the anticipated STC requirements for windows have been estimated based on the overall noise reduction required for each intended use of space (STC = outdoor noise level targeted indoor noise levels). 7 Building Practice Note: Controlling Sound Transmission into Buildings by J.D. Quirt, National Research Council of Canada, September CMHC, Road & Rail Noise: Effects on Housing Transportation Noise Assessment 6

11 A review of window supplier literature indicates that the specified STC ratings can be achieved by a variety of window systems having a combination of glass thickness and inter-pane spacing. We have not specified any particular window configurations, as there are several manufacturers and various combinations of window components that will offer the necessary sound attenuation rating. However, it is the responsibility of the manufacturer to ensure that the specified window achieves the required STC. This can only be assured by using window configurations that have been certified by laboratory testing. The requirements for STC ratings assume that the remaining components of the building are constructed and installed according to the minimum standards of the Ontario Building Code. The specified STC requirements also apply to swinging and/or sliding patio doors. All specified building components will require review by a qualified acoustical engineer for conformance to the recommendations of this report prior to building permit application. 4.4 Ground Vibration & Ground-borne Noise Vibration Background and Relevant Criteria Rail lines and light rail transit (LRT) can produce perceptible levels of ground vibrations, especially when they are in close proximity to residential neighbourhoods. Similar to sound waves in air, ground vibrations are generated at a source, propagated through a medium, and intercepted by a receiver. In the case of ground vibrations, the medium can be uniform, or more often, a complex layering of soils and rock strata. Also, similar to sound waves in air, ground vibrations produce perceptible motions and regenerated noise known as ground-borne noise when the vibrations encounter a hollow structure, such as a building. Ground-borne noise and vibrations are generated when there is excitation of the ground (from a train for instance). Repetitive motions of steel wheels on uneven rails cause vibrations to propagate through the soil until they encounter a building. The vibrations travel along the structure of the building, beginning at the foundation, and propagate to all floor levels. Air inside the building is also excited by the vibrating walls and floors and creates regenerated airborne noise. Characteristics of the soil and the building dictate the tone and intensity of the noise, thereby creating a noise signature that is unique to that structure and soil combination. Human response to ground vibrations is dependent on the magnitude of the vibrations, which is measured by the root mean square (RMS) of the movement of a particle on a surface. Typical units of ground vibration measures are millimeters per second (mm/s), or inches per second (in/s). The threshold level of Transportation Noise Assessment 7

12 human perception to vibrations is approximately 0.10 mm/s RMS. Although somewhat variable among humans, the threshold of annoyance for continuous vibrations is 0.5 mm/s RMS; this is five times higher than the perception threshold. The threshold for cosmetic building damage is greater than 10 mm/s, at least a hundred times higher than the perception threshold level. In the United States, the Federal Transportation Authority (FTA) has set vibration criteria for sensitive land use next to Transit corridors. Similar standards have been developed by a partnership between the MOECC and the Toronto Transit Commission 9. These standards indicate that the appropriate criteria for residential buildings are 0.1 mm/s RMS for vibrations. For main line railways, a document titled Guidelines for New Development in Proximity to Railway Operations 10, indicates that vibration conditions should not exceed 0.14 mm/s RMS averaged over a one second time period at the first floor and above of the proposed building. As the main vibration source of noise is due to the proposed Western LRT project, the 0.1 mm/s criteria was adopted for this study Theoretical Ground Vibration Prediction Procedure Potential vibration impacts of the proposed LRT were predicted using the FTA s Transit Noise and Vibration Impact Assessment 11 protocol. The FTA general vibration assessment is based on an upper bound generic set of curves that show vibration level attenuation with distance. These curves, illustrated in the figure below, are based on ground vibration measurements at various transit systems throughout North America. Vibration levels at points of reception are adjusted by various factors to incorporate known characteristics of the system being analyzed; such as operating speed of vehicle, conditions of the track, construction of the track and geology; as well as the structural type of the impacted building structures. Based on an assumed separation distance of 11 m from the LRT track to the building foundation of the study building, initial vibration levels were deduced from a curve for Light Rail Vehicles trains at 50 miles per hour (mph) and applying an adjustment factor of -1.2 dbv to account for an operational speed of 43.5 mph (70 km/h). Other factors considered were the track was assumed to be jointed with no welds. Details of the vibration calculations are presented in Appendix B. 9 MOECC/TTC Protocol for Noise and Vibration Assessment for the Proposed Yonge-Spadina Subway Loop, June 16, Dialog and J.E. Coulter Associates Limited, prepared for The Federation of Canadian Municipalities and The Railway Associated of Canada, May C. E. Hanson; D. A. Towers; and L. D. Meister, Transit Noise and Vibration Impact Assessment, Federal Transit Administration, May Transportation Noise Assessment 8

13 Alignment of the LRT system was based on preliminary information available in the Western Light Rail Transit Project Environmental Assessment and Environmental Project Report. At the time of this assessment, it was understood that the alignment of the LRT was undergoing changes, and an updated assessment will be required for site plan approval once the LRT alignment is more defined. FTA GENERALIZED CURVES OF VIBRATION LEVELS VERSES DISTANCE (ADOPTED FROM FIGURE 10-1, FTA TRANSIT NOISE AND VIBRATION IMPACT ASSESSMENT) Transportation Noise Assessment 9

14 5. RESULTS AND DISCUSSION 5.1 Roadway Noise Levels Appendix A contains the complete set of input and output data from all STAMSON 5.04 calculations. The results of the roadway noise calculations are summarized in Table 5 below. Receptor Number TABLE 5: EXTERIOR NOISE LEVELS DUE TO ROAD TRAFFIC Plane of Window Receptor Location Noise Level (dba) Day Night 1 POW Podium North Façade 3 rd Floor POW Podium East Façade 3 rd Floor POW Podium South Façade 3 rd Floor POW Podium West Façade 3 rd Floor POW East Tower East Façade 10 th Floor POW East Tower South Façade 10 th Floor POW West Tower East Façade 10 th Floor POW West Tower West Façade 10 th Floor POW East Tower North Façade 16 th Floor POW East Tower East Façade 16 th Floor POW East Tower South Façade 16 th Floor POW West Tower East Façade 16 th Floor POW West Tower West Façade 16 th Floor OLA Podium Terrace OLA Rooftop Terrace The results of the current analysis indicate that noise levels will range between 49 and 70 dba during the daytime period (07:00-23:00) and between 41 and 62 dba during the nighttime period (23:00-07:00). The highest noise level (i.e. 70 dba) occurs along the buildings southern façade, which is nearest and most exposed to Richmond Road, Byron Avenue and Sherbourne Road. Transportation Noise Assessment 10

15 5.2 STC Requirements The noise levels predicted due to road traffic exceed the criteria listed in the ENCG for building components. As discussed in Section 4.3 the anticipated STC requirements for windows have been estimated based on the overall noise reduction required for each intended use of space (STC = outdoor noise level targeted indoor noise levels). As per city of Ottawa requirements, detailed STC calculations will be required to be completed prior to building permit application for each unit type. The STC requirements for the windows are summarized below for various units within the development (see Figures 3 and 4): Bedroom Windows (i) Bedroom windows facing south will require a minimum STC of 33 (ii) Bedroom windows facing east and west will require a minimum STC of 30 (iii) All other bedroom windows are to satisfy Ontario Building Code (OBC 2012) requirements Living Room Windows (i) Living room windows facing south will require a minimum STC of 28 (ii) Living room windows facing east and west will require a minimum STC of 25 (iii) All other bedroom windows are to satisfy Ontario Building Code (OBC 2012) requirements Retail Windows (i) Retail windows facing south will require a minimum STC of 23 (ii) All other retail windows are to satisfy Ontario Building Code (OBC 2012) requirements (i) Exterior Walls Exterior wall components on the south and west façades require a minimum STC of 45 which will be achieved with brick cladding or an acoustical equivalent according to NRC test data 12 Results of the calculations also indicate that all units will require central air conditioning (or similar mechanical system), which will allow occupants to keep windows closed and maintain a comfortable living environment. Warning Clauses will also be required be placed on all Lease, Purchase and Sale Agreements. 12 J.S. Bradley and J.A. Birta. Laboratory Measurements of the Sound Insulation of Building Façade Elements, National Research Council October Transportation Noise Assessment 11

16 5.3 Noise Barrier Calculation Noise levels at the rooftop terrace of the east tower (Receptor 15) are expected to approach 57 dba during the daytime period. According to the ENCG, if this area is to be used as an outdoor living area, noise control measures are required. Investigation into the application of a 1.1-meter noise mitigating guard rail surrounding the terrace, proved that noise levels can be reduced to 55 dba, as illustrated in Figure 3. Table 6 summarizes the results of the barrier investigations at the 3 rd floor terrace. TABLE 6: RESULTS OF BARRIER INVESTIGATION Location Reference Receptors Barrier Height (m) Daytime L EQ Noise Levels (dba) Without Barrier With Barrier Rooftop Terrace Predicted Vibration Levels Based on an offset distance of 11 m between the proposed LRT rail and foundation level at 809 Richmond Road, the estimated vibration levels at the nearest occupied floor are expected to be mm/s RMS based on the FTA protocol. Details of the calculation are provided in Appendix B. Since predicted vibration levels are below the criterion of 0.10 mm/s RMS, no mitigation is anticipated to be required. As vibration levels are low correspondingly regenerated noise levels are also expected to be acceptable. These results are considered preliminary, since the LRT alignment is expected to change. Therefore, an updated vibration assessment should be considered at site plan approval Transportation Noise Assessment 12

17 6. CONCLUSIONS AND RECOMMENDATIONS The results of the current study indicate that noise levels due to roadway traffic over the site will range between 49 and 70 dba during the daytime period (07:00-23:00) and between 41 and 62 dba during the nighttime period (23:00-07:00). The highest noise level (i.e. 70 dba) occurs along the buildings southern façade, which is nearest and most exposed to Richmond Road, Byron Avenue and Sherbourne Road. Minimum building construction in all areas is required to satisfy the Ontario Building Code (2012). In addition, Sound Transmission Class (STC) ratings are required for building components where noise levels exceed 65 dba (see Figures 4-6). In addition to upgraded windows, the installation of central air conditioning (or similar mechanical system) will be required for all units. Noise levels at the rooftop terrace of the east tower (Receptor 15) are expected to approach 57 dba during the daytime period. According to the ENCG, if this area is to be used as an outdoor living area, noise control measures are required. Investigation into the application of a 1.1-meter noise mitigating guard rail surrounding the terrace, proved that noise levels can be reduced to 55 dba, as illustrated in Figure 3. The following Warning Clause in all Agreements of Lease, Purchase and Sale will be required for all units: 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/light Rail traffic may, on occasion, interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the City and the Ministry of the Environment. To help address the need for sound attenuation, this development includes: multi-pane glass; high sound transmission walls an acoustic barrier around common podium amenity areas which is owned and maintained by the condominium corporation. To ensure that provincial sound level limits are not exceeded it is important to maintain these sound attenuation features. This dwelling unit has also been designed with the provision for adding central air conditioning at the occupant s discretion. Installation of central air conditioning will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the sound level limits of the City and the Ministry of the Environment. Transportation Noise Assessment 13

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25 APPENDIX A STAMSON INPUT AND OUTPUT DATA Transportation Noise Assessment A 1

26 STAMSON 5.0 NORMAL REPORT Date: :32:57 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r1.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 9.30 / 9.30 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 1.00 / 1.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 2

27 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 9.30 / 9.30 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 1.00 / 1.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 9.30! 9.11! 9.11 Transportation Noise Assessment A 3

28 ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 9.30! 9.20! 9.20 ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 9.30! 9.11! 9.11 Transportation Noise Assessment A 4

29 ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 9.30! 9.20! 9.20 ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 5

30 STAMSON 5.0 NORMAL REPORT Date: :33:05 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r2.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Transportation Noise Assessment A 6

31 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Transportation Noise Assessment A 7

32 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Richmond (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 8

33 Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 9

34 Results segment # 1: Richmond (night) - ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 10

35 Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 11

36 STAMSON 5.0 NORMAL REPORT Date: :33:13 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r3.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Transportation Noise Assessment A 12

37 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Transportation Noise Assessment A 13

38 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Richmond (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 14

39 Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 15

40 Results segment # 1: Richmond (night) - ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 16

41 Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 17

42 STAMSON 5.0 NORMAL REPORT Date: :33:21 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r4.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Transportation Noise Assessment A 18

43 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 9.30 / 9.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Richmond (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 19

44 Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 20

45 Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 21

46 STAMSON 5.0 NORMAL REPORT Date: :33:27 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r5.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : 0.00 deg Barrier height : m Barrier receiver distance : 7.00 / 7.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 22

47 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 Transportation Noise Assessment A 23

48 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 Transportation Noise Assessment A 24

49 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 17.02! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 25

50 Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 17.02! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 26

51 Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 27

52 STAMSON 5.0 NORMAL REPORT Date: :42:25 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r6.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 5.00 / 5.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 28

53 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 Transportation Noise Assessment A 29

54 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 Transportation Noise Assessment A 30

55 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 20.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 31

56 Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 20.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 32

57 Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 33

58 STAMSON 5.0 NORMAL REPORT Date: :33:43 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r7.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: RichmondL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: RichmondL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 4.00 / 4.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 34

59 Road data, segment # 2: RichmondR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: RichmondR (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : 0.00 deg Barrier height : m Barrier receiver distance : 5.00 / 5.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 35

60 Road data, segment # 3: ByronL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: ByronL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 4.00 / 4.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 36

61 Road data, segment # 4: ByronR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 4: ByronR (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 Transportation Noise Assessment A 37

62 Road data, segment # 5: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 5: Sherb (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 Transportation Noise Assessment A 38

63 Results segment # 1: RichmondL (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 22.84! ROAD ( ) = dba Segment Leq : dba Results segment # 2: RichmondR (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 20.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 39

64 Results segment # 3: ByronL (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 28.32! ROAD ( ) = dba Segment Leq : dba Results segment # 4: ByronR (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 40

65 Results segment # 5: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: RichmondL (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 22.84! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 41

66 Results segment # 2: RichmondR (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 20.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Results segment # 3: ByronL (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 30.60! 28.32! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 42

67 Results segment # 4: ByronR (night) - ROAD ( ) = dba Segment Leq : dba Results segment # 5: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 43

68 STAMSON 5.0 NORMAL REPORT Date: :35:08 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r8.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 Transportation Noise Assessment A 44

69 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 Results segment # 1: Richmond (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 45

70 Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 46

71 Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 47

72 STAMSON 5.0 NORMAL REPORT Date: :35:14 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r9.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 1.00 / 1.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 48

73 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 1.00 / 1.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 49

74 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 47.33! ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 47.95! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 50

75 Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 47.33! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 51

76 Results segment # 2: Byron (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 47.95! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 52

77 STAMSON 5.0 NORMAL REPORT Date: :35:22 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r10.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : 0.00 deg Barrier height : m Barrier receiver distance : 7.00 / 7.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 53

78 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 Transportation Noise Assessment A 54

79 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 Transportation Noise Assessment A 55

80 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 26.62! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 56

81 Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 26.62! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 57

82 Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 58

83 STAMSON 5.0 NORMAL REPORT Date: :35:28 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r11.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 5.00 / 5.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 59

84 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 Transportation Noise Assessment A 60

85 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 Transportation Noise Assessment A 61

86 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 32.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 62

87 Results segment # 2: Byron (day) ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 63

88 Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 32.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Results segment # 2: Byron (night) ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 64

89 Results segment # 3: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 65

90 STAMSON 5.0 NORMAL REPORT Date: :35:34 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r12.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: RichmondL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: RichmondL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 4.00 / 4.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 66

91 Road data, segment # 2: RichmondR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: RichmondR (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : 0.00 deg Barrier height : m Barrier receiver distance : 5.00 / 5.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 67

92 Road data, segment # 3: ByronL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: ByronL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 4.00 / 4.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 68

93 Road data, segment # 4: ByronR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 4: ByronR (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 Transportation Noise Assessment A 69

94 Road data, segment # 5: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 5: Sherb (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 Transportation Noise Assessment A 70

95 Results segment # 1: RichmondL (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 36.04! ROAD ( ) = dba Segment Leq : dba Results segment # 2: RichmondR (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 32.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 71

96 Results segment # 3: ByronL (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 44.91! ROAD ( ) = dba Segment Leq : dba Results segment # 4: ByronR (day) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 72

97 Results segment # 5: Sherb (day) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: RichmondL (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 36.04! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 73

98 Results segment # 2: RichmondR (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 32.90! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Transportation Noise Assessment A 74

99 Results segment # 3: ByronL (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 44.91! ROAD ( ) = dba Segment Leq : dba Results segment # 4: ByronR (night) - ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 75

100 Results segment # 5: Sherb (night) ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 76

101 STAMSON 5.0 NORMAL REPORT Date: :35:41 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r13.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 0.00 deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 77

102 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 0.00 deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 78

103 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 39.18! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 79

104 Results segment # 2: Byron (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 45.83! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 80

105 Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 39.18! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 81

106 Results segment # 2: Byron (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 48.60! 45.83! ROAD ( ) = dba * * Bright Zone! Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 82

107 STAMSON 5.0 NORMAL REPORT Date: :35:49 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r14.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: RichmondL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: RichmondL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 83

108 Road data, segment # 2: RichmondC (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: RichmondC (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 84

109 Road data, segment # 3: RichmondR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: RichmondR (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 85

110 Road data, segment # 4: ByronL (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 4: ByronL (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 86

111 Road data, segment # 5: ByronC (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 5: ByronC (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 87

112 Road data, segment # 6: ByronR (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 6: ByronR (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 88

113 Road data, segment # 7: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 7: Sherb (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 89

114 Results segment # 1: RichmondL (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 5.05! 5.05 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 90

115 Results segment # 2: RichmondC (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 4.73! 4.73 ROAD ( ) = dba Segment Leq : dba Results segment # 3: RichmondR (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 5.69! 5.69 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 91

116 Results segment # 4: ByronL (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 8.98! 8.98 ROAD ( ) = dba Segment Leq : dba Results segment # 5: ByronC (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 8.82! 8.82 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 92

117 Results segment # 6: ByronR (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 9.30! 9.30 ROAD ( ) = dba Segment Leq : dba Results segment # 7: Sherb (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 11.19! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Transportation Noise Assessment A 93

118 Results segment # 1: RichmondL (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 5.05! 5.05 ROAD ( ) = dba Segment Leq : dba Results segment # 2: RichmondC (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 4.73! 4.73 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 94

119 Results segment # 3: RichmondR (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 5.69! 5.69 ROAD ( ) = dba Segment Leq : dba Results segment # 4: ByronL (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 8.98! 8.98 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 95

120 Results segment # 5: ByronC (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 8.82! 8.82 ROAD ( ) = dba Segment Leq : dba Results segment # 6: ByronR (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 9.30! 9.30 ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 96

121 Results segment # 7: Sherb (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 12.80! 11.19! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 97

122 STAMSON 5.0 NORMAL REPORT Date: :47:55 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: R15.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 98

123 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 99

124 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 100

125 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 41.50! ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 48.62! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 101

126 Results segment # 3: Sherb (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 37.05! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 41.50! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 102

127 Results segment # 2: Byron (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 48.62! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 103

128 Results segment # 3: Sherb (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 37.05! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 104

129 STAMSON 5.0 NORMAL REPORT Date: :48:27 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: R15B.te Description: Time Period: Day/Night 16/8 hours Road data, segment # 1: Richmond (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Richmond (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 105

130 Road data, segment # 2: Byron (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) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 2: Byron (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : 3.00 / 3.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 106

131 Road data, segment # 3: Sherb (day/night) - Car traffic volume : 6477/563 veh/timeperiod * Medium truck volume : 515/45 veh/timeperiod * Heavy truck volume : 368/32 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 8000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 3: Sherb (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 : 2 (Flat/gentle slope; with barrier) Barrier angle1 : deg Angle2 : deg Barrier height : m Barrier receiver distance : / m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Reference angle : 0.00 Transportation Noise Assessment A 107

132 Results segment # 1: Richmond (day) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 41.50! ROAD ( ) = dba Segment Leq : dba Results segment # 2: Byron (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 48.62! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 108

133 Results segment # 3: Sherb (day) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 37.05! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Richmond (night) - Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 41.50! ROAD ( ) = dba Segment Leq : dba Transportation Noise Assessment A 109

134 Results segment # 2: Byron (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 48.62! ROAD ( ) = dba Segment Leq : dba Results segment # 3: Sherb (night) Barrier height for grazing incidence Source! Receiver! Barrier! Elevation of Height (m)! Height (m)! Height (m)! Barrier Top (m) ! 51.50! 37.05! ROAD ( ) = dba Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): Transportation Noise Assessment A 110

135 APPENDIX B FTA VIBRATION CALCULATIONS (FUTURE LRT) Transportation Noise Assessment B 1

136 GME Apr-16 Possible Vibration Impacts on 809 Richmond Road Perdicted using FTA General Assesment Train Speed 70 km/h 43.5 mph Distance from C/L (m) (ft) LRT Vibration From FTA Manual Fig 10-1 Vibration Levels at distance from track 75.5 dbv re 1 micro in/sec Adjustment Factors FTA Table 10-1 Speed reference 50 mph -1.2 Speed Limit of 70 km/h (43.5 mph) Vehicle Parameters 0 Soft primary suspension, Weels run true Track Condition 0 Track not worn or corrugated Track Treatments 0 None Type of Transit Structure 0 N/A Efficient vibration Propagation 0 Propagation through rock Vibration Levels at Fdn Coupling to Building Foundation -10 Large masonry on piles Floor to Floor Attenuation -2.0 Ground Floor Ocupied Amplification of Floor and Walls 6 Total Vibration Level 68.3 dbv or mm/s Noise Level in dba 33.3 dba Transportation Noise Assessment B 2

137 Transportation Noise Assessment B 3

138 Transportation Noise Assessment B 4