patersongroup Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Prepared For

Geotechnical Engineering patersongroup Environmental Engineering Hydrogeology Geological Engineering Materials Testing Building Science Archaeological Services Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Prepared For Canadian Rental Development Services Inc. Paterson Group Inc. Consulting Engineers 154 Colonnade Road South Ottawa (Nepean), Ontario Canada K2E 7J5 Tel: (613) 226-7381 Fax: (613) 226-6344 www.patersongroup.ca February 10, 2017 Report: PG4038-1 Ottawa Kingston North Bay

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Table of Contents Page 1.0 Introduction....1 2.0 Background....1 3.0 Methodology and Noise Assessment....2 4.0 Analysis...5 5.0 Results...7 6.0 Discussion and Recommendations 6.1 Outdoor Living Areas...8 6.2 Indoor Living Areas and Ventilation........................... 8 6.3 Noise Control Measures for Surface Transportation Noise........ 1 0 7.0 Statement of Limitations...1 3 Appendices Appendix 1 Appendix 2 Table 8 - Summary of Reception Points and Geometry Drawing PG4038-1 - Site Plan Drawing PG4038-2 - Receptor Locations STAMSON Results Appendix 3 Shop Drawings Report: PG4038-1 February 10, 2017 Page i

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 1.0 Introduction Paterson Group (Paterson) was commissioned by Canadian Rental Development Services Inc to conduct an environmental noise control study for the proposed multistorey building to be located at 1088 Maritime Way, in the City of Ottawa (refer to Figure 1 - Key Plan in Appendix 2 of this report). The objective of the current study was to: Determine the primary noise sources impacting the site and compare the projected sound levels to guidelines set out by the Ministry of Environment and Climate Change (MOECC) and the City of Ottawa. Review the projected noise levels and offer recommendations regarding warning classes, construction materials or alternative sound barriers. The following report has been prepared specifically and solely for the aforementioned project which is described herein. It contains our findings and includes acoustical recommendations pertaining to the design and construction of the subject development as they are understood at the time of writing this report. This study has been conducted according to the City of Ottawa s document - Engineering Noise Control Guidelines (ENCG), dated January 2016, and the Ontario Ministry of the Environment Guideline NPC-300. 2.0 Background It is understood that the proposed development will consist of a six (6) storey residential building with two (2) levels of underground parking. It is noted that a common terrace is located on 4 th floor, in addition to several other personal terraces located on the 3 rd, 4 th and 5 th floor. Report: PG4038-1 February 10, 2017 Page 1

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 3.0 Methodology and Noise Assessment Criteria The City of Ottawa outlines three (3) sources of environmental noise that must be analyzed separately: Surface Transportation Noise Stationary Noise new noise-sensitive development applications (noise receptors) in proximity to existing or approved stationary sources of noise, and new stationary sources of noise (noise generating) in proximity to existing or approved noise-sensitive developments Aircraft noise Surface Transportation Noise The City of Ottawa s Official Plan, in addition to the ENCG dictate that the following conditions must be satisfied to classify as a surface transportation noise source for a subject site: Within 100 m of the right-of-way of an existing or proposed arterial, collector or major collector road; a light rail transit corridor; bus rapid transit, or transit priority corridor Within 250 m of the right-of-way for an existing or proposed highway or secondary rail line Within 300 m from the right of way of a proposed or existing rail corridor or a secondary main railway line Within 500 m of an existing 400 series provincial highway, freeway or principle main railway line. The NPC-300 outlines the limitations of the stationary and environmental noise levels in relation to the location of the receptors. These can be found in the following tables: Table 1 - Sound Level Limits for Outdoor Living Areas Time Period Required L eq(16) (dba) 16-hour, 7:00-23:00 55 Standards taken from Table 2.2a; Sound Level Limit for Outdoor Living Areas - Road and Rail Report: PG4038-1 February 10, 2017 Page 2

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Table 2 - Sound Level Limits for Indoor Living Area Type of Space Time Period Required L eq (dba) Road Rail Living/Dining, den areas of residences, hospitals, nursing homes, schools, daycare centres, etc Theaters, place of worship, libraries, individual or semiprivate offices, conference rooms, reading rooms Sleeping quarters 7:00-23:00 45 40 23:00-7:00 45 40 7:00-23:00 45 40 23:00-7:00 40 35 Standards taken from Table 2.2b; Sound Level Limit for Indoor Living Areas - Road and Rail If the sound level limits are exceeded at the window panes for the indoor living areas, the following Warning Clauses may be referenced: Table 3 - Warning Clauses for Sound Level Exceedances Warning Clause Warning Clause Type A Warning Clause Type B Warning Clause Type C Warning Clause Type D Description "Purchasers/tenants are advised that sound levels due to increasing road traffic (rail traffic) (air traffic) may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment." "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 traffic (rail traffic) (air traffic) may on occasions interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment." "This dwelling unit has been designed with the provision for adding central air conditioning at the occupant's discretion. Installation of central air conditioning by the occupant in low and medium density developments will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the sound level limits of the Municipality and the Ministry of the Environment." "This dwelling unit has been supplied with a central air conditioning system which will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the sound level limits of the Municipality and the Ministry of the Environment." Clauses taken from section C8 Warning Clauses; Environmental Noise Guidelines - NPC- 300 Report: PG4038-1 February 10, 2017 Page 3

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Stationary Noise Stationary noise sources include sources or facilities that are fixed or mobile and can cause a combination of sound and vibration levels emitted beyond the property line. These sources may include commercial air conditioner units, generators and fans. Facilities that may contribute to stationary noise may include car washes, snow disposal sites, transit stations and manufacturing facilities. The impact of stationary noise sources are directly related to the location of the subject site within the urban environment. The proposed development at 1088 Maritime Way can be classified as Class 1 by provincial guidelines and outlined in the ENGC, meaning an area with an acoustical environment typical of a major population centre, where the background sound level is dominated by the activities of people, usually road traffic, often referred to as urban hum. Within the City Class 1 areas generally include all of the urban area as well as lands in proximity to Employment Lands and the 416/417 corridor. Table 4 - Guidelines for Stationary Noise - Class 1 Time of Day Outdoor Point of Reception Pane of Window 7:00-19:00 50 50 19:00-23:00 50 50 23:00-7:00-45 Standards taken from Table 3.2a; Guidelines for Stationary Noise - Steady and Varying Sound Aircraft/Airport Noise Aircraft noise is distinct, as it is typically low frequency for longer durations. The sound level may also differ between different types of aircraft. Due to the location of the subject site, an analysis aircraft/airport noise is not required. Report: PG4038-1 February 10, 2017 Page 4

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 4.0 Analysis The proposed development is bordered by Campeau Drive, Maritime Way, Knudson Drive and Gray Crescent. Provincial Highway 417 is located to the south, within the 500 m of the proposed building. However, only Campeau Drive (urban arterial roadway) and the Provincial Highway 417 (400 series highway) are included in this study. Noise sources are presented on Paterson Drawing PG4038-1 - Site Plan, located in Appendix 1. There are no stationary noise sources or aircraft noise within the influence area. The noise levels from road traffic are provided by the City of Ottawa, taking into consideration the right-of-way width and the implied roadway class. It is understood that these values represent the maximum allowable capacity of the proposed roadways. Campeau Drive is classified as a 2-lane urban arterial (2-UAU). The Provincial Highway 417 is classified as a freeway. At the location of the development, the Highway 417 is considered a 5 lane highway in both the eastbound and westbound directions. For this analysis, the Highway 417 will be split into the eastbound Highway 417 and the westbound Highway 417. The parameters to be used for sound level predictions can be found below. Table 5 - Traffic and Road Parameters Road Implied Roadway AADT (Veh/day) Posted Speed (km/h) Day/Night Split % Medium Truck % Heavy Truck % Campeau Drive 2-UAU 15,000 60 92/8 7 5 Highway 417 Freeway, Queensway 18,333 per lane 100 92/8 7 5 Data obtained from the City of Ottawa document ENCG There were several reception points that were considered for a thorough analysis of the proposed multi-storey building. An Outdoor Living Area (OLA) was noted on the 4 th floor. The point of assessment of the OLA is in the centre of the terrace, 1.5 m above the floor level. The analysis is completed so that no effects of sound reflection off of the building facade is considered, as stipulated by the ENGC. Due to the presence of the OLA, the individual terraces do not need their separate reception points and the results of the OLA is sufficient. Report: PG4038-1 February 10, 2017 Page 5

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Additional reception points were selected at the bedroom windows at different building elevations. For this analysis, a reception point was taken at the centre of the window pane, at several different elevations, on each wall of the proposed development. Reception points are noted on Paterson Drawing PG4038-2 - Receptor Locations, located in Appendix 1. Table 8 - Summary of Reception Points and Geometry, located in Appendix 1, provides a summary of the points of reception and their geometry with respect to the noise sources. The analysis was completed using STAMSON version 5.04, a computer program which uses the road and rail traffic noise prediction methods using ORNAMENT (Ontario Road Noise Analysis Method for Environment and Transportation) and STEAM (Sound from Trains Environment Analysis Method), publications from the Ontario Ministry of Environment and Energy. Report: PG4038-1 February 10, 2017 Page 6

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 5.0 Results The primary descriptors are the 16-hour daytime and the 8-hour night time equivalent sound levels, L eq(16) and the L eq(8) for City roads. The proposed traffic noise levels were analyzed at all reception points. The results of the STAMSON software can be located in Appendix 2, and the summary of the results can be noted in Table 6. Table 6 - Proposed Noise Levels Reception Point Description OLA L EQ(16) (dba) Daytime at Facade L EQ(16) (dba) Nighttime at Facade L eq(8) (dba) REC 1-1 North elevation, 1 st floor n/a 62.23 54.63 REC 1-3 North elevation, 3 rd floor n/a 63.4 55.81 REC 1-6 North elevation, 6 th floor n/a 65.1 57.5 REC 2-1 Northeast elevation, 1 st floor n/a 61.09 53.49 REC 2-3 Northeast elevation, 3 rd floor n/a 64.53 56.93 REC 3-1 Southeast elevation, 1 st floor n/a 62.24 54.64 REC 3-3 Southeast elevation, 3 rd floor n/a 65.62 58.02 REC 4-1 South elevation, 1 st floor n/a 63.35 55.76 REC 4-3 South elevation, 3 rd floor n/a 66.68 59.08 REC 4-6 South elevation, 6 th floor n/a 70.65 63.06 REC 5-1 West elevation, 1 st floor n/a 59.39 51.79 REC 5-3 West elevation, 3 rd floor n/a 62.35 54.75 REC 5-6 West elevation, 6 th floor n/a 68.45 60.85 REC 6-4 Outdoor Living Area - 4 th floor 53.38 n/a n/a Report: PG4038-1 February 10, 2017 Page 7

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 6.0 Discussion and Recommendations 6.1 Outdoor Living Areas The outdoor living area is located on the northern elevation, on the 4 th floor terrace. A noise analysis was performed for this location, specified as REC 6-4. Based on drawings provided to Paterson by Canadian Rental Development Services Inc, the 4 th floor will be approximately 14.5 m above the final ground surface. The point analyzed is located in the centre of the terrace, 1.5 m above the fourth floor level, with the assumption that the proposed building will act as a sound barrier for transportation noise along Campeau Drive. The results of the STAMSON modeling indicates that the L eq(16) from all sources will be 53.38 dba. This value is below the 55 dba that was specified in Table 1. Therefore, this location is considered acceptable as specified. There are no other outdoor living areas indicated for analysis. 6.2 Indoor Living Areas and Ventilation The results of the STAMSON modelling indicates that the L eq(16) ranges between 59.39 dba and 70.65 dba. These values exceed the limit of 45 dba as specified in Table 2 and therefore warning clauses will be required to be stated on any property titles. The applicable warning clauses are summarized in Table 7 on the following page. Report: PG4038-1 February 10, 2017 Page 8

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Table 7 - Summary of Warning Clauses Elevation Floor Applicable Warning Clause Warning 1 st -5 th Clause Type C Additional Considerations All units must be equipped with a central air conditioning system, reducing the need to open windows. North Warning 6 th Clause Type D All units must be equipped with a central air conditioning system, reducing the need to open windows. Additionally, building components including windows, walls and doors, where applicable, should be designed so that the indoor sound levels comply with the sound level limits in Table 2. Northeast 1 st -3 rd Clause Warning Type C Warning 1 st -2 nd Clause Type C All units must be equipped with a central air conditioning system, reducing the need to open windows. All units must be equipped with a central air conditioning system, reducing the need to open windows. Southeast South West Warning 3 rd Clause Type D 1 st -2 nd Warning Clause Type C Warning 3 rd -6 th Clause Type D Warning 1 st -4 th Clause Type C Warning 5 th -6 th Clause Type D All units must be equipped with a central air conditioning system, reducing the need to open windows. Additionally, building components including windows, walls and doors, where applicable, should be designed so that the indoor sound levels comply with the sound level limits in Table 2. All units must be equipped with a central air conditioning system, reducing the need to open windows. All units must be equipped with a central air conditioning system, reducing the need to open windows. Additionally, building components including windows, walls and doors, where applicable, should be designed so that the indoor sound levels comply with the sound level limits in Table 2. All units must be equipped with a central air conditioning system, reducing the need to open windows. All units must be equipped with a central air conditioning system, reducing the need to open windows. Additionally, building components including windows, walls and doors, where applicable, should be designed so that the indoor sound levels comply with the sound level limits in Table 2. Report: PG4038-1 February 10, 2017 Page 9

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 6.3 Noise Control Measures for Surface Transportation Noise As described in Table 7, where the daytime sound level at the plane of the window exceeds 65 dba, as noted on the 6 th floor of the north elevation, 3 rd floor and above of the southern elevation, and 6 th floor of the western elevation, noise control measures should be implemented. The MOECC, lists the following options for sound mitigation: Distance set back with soft ground Insertion of noise insensitive land uses between the source and sensitive receptor Orientation of buildings to provide sheltered zones or modified interior spaces (room and corridor arrangement) and amenity areas Enhanced construction techniques and construction quality (e.g. brick veneers, multi-pane windows). Earth berms (sound barriers) Indoor isolation - air conditioning and ventilation, enhanced dampening materials (indoor isolation) It should be noted that it is not possible to provide additional set-backs with soft ground from the identified noise sources and the orientation of the building has already been positions to minimize the amount of noise on any outdoor living areas. Therefore, the sound mitigation method that will be implemented for this proposed development will include a review of the construction techniques and construction materials. It is not anticipated that earth berms or sound barriers will be required for this development. Proposed Construction Specifications Canadian Rental Development provided Paterson with typical window and wall details with construction specifications and materials for the subject building. The typical window and wall details are included in Appendix 3. Report: PG4038-1 February 10, 2017 Page 10

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Exterior Wall Specifications It is understood that the exterior metal panel wall will consist of a WT1 Type. The specifics of this assembly are summarized below: Longboard 13 mm metal panel 22 mm vertical m etal furring 64 mm z bar system 64 mm cavity rock DD BLU SKIN V.P. 160 15.9 mm Densglass 150 mm metal stud 100 mm spread insulation 15.9 gypsum board type X Externals Window Specifications It is understood that the exterior windows will consist of a double glaze, aluminum window casement. The manufacturer specifications are located in Appendix 3 with the specifics of this assembly summarized below: Double glaze window 6 mm glass ply 13 mm air space It is understood, from manufacturer specifications, that this window assembly will provide a Sound Transmission Class (STC) of 35. The STC rating generally relates to the amount of decibel reduction that the specified material provides. Building Component Sound Reduction Discussion As described in Table 7, where the daytime sound level at the plane of the window exceeds 65 dba, building components should be designed to reduce the amount of sound in the living areas. Report: PG4038-1 February 10, 2017 Page 11

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa Due to the construction methods for both the exterior walls and the window assembly, the window assembly will be the limiting factor that allows sound from the exterior to the interior of the units, as compared to the exterior wall construction. The maximum decibel value for this building was noted on the south elevation of the 6 th floor, calculated at 70.65 dba during the day and 63.06 dba during the evening. The proposed window assembly, and, in extension, the window assembly and exterior wall construction, will provide sufficient sound reduction to ensure that the interior of the units will remain at or below 45 dba, provided that windows and/or patio doors remain closed. Report: PG4038-1 February 10, 2017 Page 12

patersongroup Ottawa Kingston North Bay Environmental Noise Control Study Proposed Multi-Storey Building 1088 Maritime Way - Ottawa 7.0 Statement of Limitations The recommendations made in this report are in accordance with our present understanding of the project. Our recommendations should be reviewed when the project drawings and specifications are complete. The present report applies only to the project described in this document. Use of this report for purposes other than those described herein or by person(s) other than the Canadian Rental Development Services Inc or their agent(s) is not authorized without review by this firm for the applicability of our recommendations to the altered use of the report. Paterson Group Inc. Stephanie A. Boisvenue, P.Eng. David J. Gilbert, P.Eng. Report Distribution: Canadian Rental Development Services Inc. (3 copies) Paterson Group (1 copy) Report: PG4038-1 February 10, 2017 Page 13

APPENDIX 1 TABLE 8 - SUMMARY OF RECEPTION POINTS AND GEOMETRY DRAWING PG4038-1 - SITE PLAN DRAWING PG4038-2 - RECEPTOR LOCATIONS

Table 8 - Summary of Reception Points and Geometry 1088 Maritime Way Leq Campeau Drive Highway 417 Point of Location Day Horizontal Vertical Total Local Angle Barrier Height Distance Horizontal Vertical Total Local Angle Barrier Height Distance elevation Reception (dba) (m) (m) (m) (degree) (m) (m) West/East (m) (m) (m) (degree) (m) (m) (m) REC 1-1 north elevation 62.23 36 1.5 36.03124-90, 90 n/a n/a n/a n/a n/a n/a n/a n/a n/a REC 1-3 north elevation 63.4 36 8.5 36.98986-90, 90 n/a n/a n/a n/a n/a n/a n/a n/a n/a REC 1-6 north elevation 65.1 36 17.9 40.2046-90, 90 n/a n/a n/a n/a n/a n/a n/a n/a n/a REC 2-1 REC 2-3 REC 3-1 REC 3-3 northeast elevation northeast elevation southeast elevation southeast elevation 61.09 64.53 62.24 65.62 44 44 136 136 1.5 44.02556 8.5 44.8135 1.5 136.0083 8.5 136.2654 0, 72 0, 72 0, 38 0, 38 n/a n/a n/a n/a n/a no no no 324/364 324/364 242/284 242/284 1.5 8.5 1.5 8.5 324/364 324/364 242/284 242/284-90,-14-90,-14-90,-24-90,-24 5.25 5.25 5.25 5.25 256 256 200 200 4 4 4 4 44 44 136 136 1.5 44.02556 8.5 44.8135 1.5 136.0083 8.5 136.2654 72, 90 72, 90 38, 90 38, 90 5.25 5.25 5.25 5.25 36 36 48 48 324/364 324/364 242/284 242/284 1.5 8.5 1.5 8.5 324/364 324/364 242/284 242/284-14, 0-14, 0-24, 28-24, 28 n/a n/a n/a n/a n/a n/a n/a n/a 4 4 4 4 n/a n/a n/a n/a n/a n/a 280/300 1.5 280/300-90,-31 5.25 240 4 REC 4-1 south elevation 63.35 n/a n/a n/a n/a n/a n/a 280/300 1.5 280/300-31, 41 n/a n/a 4 n/a n/a n/a n/a n/a n/a 280/300 1.5 280/300 41, 90 10 84 4 n/a n/a n/a n/a n/a n/a 280/300 8.5 280/300-90,-31 5.25 240 4 REC 4-3 south elevation 66.68 n/a n/a n/a n/a n/a n/a 280/300 8.5 280/300-31, 41 n/a n/a 4 n/a n/a n/a n/a n/a n/a 280/300 8.5 280/300 41, 90 10 84 4 n/a n/a n/a n/a n/a n/a 280/300 17.9 281/301-90,-31 5.25 240 4 REC 4-6 south elevation 70.65 n/a n/a n/a n/a n/a n/a 280/300 17.9 281/301-31, 41 n/a n/a 4 n/a n/a n/a n/a n/a n/a 280/300 17.9 281/301 41, 90 10 84 4 REC 5-1 REC 5-3 REC 5-6 west elevation west elevation west elevation 59.39 62.35 68.45 84 84 84 1.5 84.01339 8.5 84.42896 17.9 85.88603-90,-35-90,-35-90,-35 15 15 15 80 80 80 300/346 300/346 300/346 1.5 8.5 17.9 300/346 300/346 301/346 0, 14 0, 14 0, 14 n/a n/a n/a n/a n/a n/a 4 4 4 84 84 84 1.5 84.01339 8.5 84.42896 17.9 85.88603-35, 0-35, 0-35, 0 n/a n/a n/a n/a n/a n/a 300/346 300/346 300/346 1.5 8.5 17.9 300/346 300/346 301/346 14, 90 14, 90 14, 90 10 10 10 122 122 122 4 4 4 REC 6-4 northwest (OLA) 53.38 42 11.5 42-78, 78 n/a n/a n/a n/a n/a n/a n/a n/a n/a patersongroup

APPENDIX 2 STAMSON RESULTS

REC11.TXT STAMSON 5.0 NORMAL REPORT Date: 27-01-2017 14:07:21 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: REC11.te Description: REC 1-1 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg 90.00 deg Receiver source distance : 36.00 / 36.00 m Receiver height : 1.50 / 1.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 62.23 + 0.00) = 62.23 dba -90 90 0.66 70.00 0.00-6.31-1.46 0.00 0.00 0.00 62.23 Segment Leq : 62.23 dba Total Leq All Segments: 62.23 dba Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 54.63 + 0.00) = 54.63 dba -90 90 0.66 62.40 0.00-6.31-1.46 0.00 0.00 0.00 54.63 Page 1

REC11.TXT Segment Leq : 54.63 dba Total Leq All Segments: 54.63 dba TOTAL Leq FROM ALL SOURCES (DAY): 62.23 (NIGHT): 54.63 Page 2

REC13.TXT STAMSON 5.0 NORMAL REPORT Date: 27-01-2017 14:09:35 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: REC13.te Description: REC 1-3 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg 90.00 deg Receiver source distance : 36.00 / 36.00 m Receiver height : 8.50 / 8.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 63.40 + 0.00) = 63.40 dba -90 90 0.45 70.00 0.00-5.51-1.08 0.00 0.00 0.00 63.40 Segment Leq : 63.40 dba Total Leq All Segments: 63.40 dba Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 55.81 + 0.00) = 55.81 dba -90 90 0.45 62.40 0.00-5.51-1.08 0.00 0.00 0.00 55.81 Page 1

REC13.TXT Segment Leq : 55.81 dba Total Leq All Segments: 55.81 dba TOTAL Leq FROM ALL SOURCES (DAY): 63.40 (NIGHT): 55.81 Page 2

REC16.TXT STAMSON 5.0 NORMAL REPORT Date: 27-01-2017 14:10:33 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: REC16.te Description: REC 1-6 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg 90.00 deg Receiver source distance : 36.00 / 36.00 m Receiver height : 17.90 / 17.90 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 65.10 + 0.00) = 65.10 dba -90 90 0.17 70.00 0.00-4.44-0.46 0.00 0.00 0.00 65.10 Segment Leq : 65.10 dba Total Leq All Segments: 65.10 dba Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 57.50 + 0.00) = 57.50 dba -90 90 0.17 62.40 0.00-4.44-0.46 0.00 0.00 0.00 57.50 Page 1

REC16.TXT Segment Leq : 57.50 dba Total Leq All Segments: 57.50 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.10 (NIGHT): 57.50 Page 2

REC21.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:43:09 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec21.te Description: REC 2-1 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : 0.00 deg 72.00 deg Receiver source distance : 44.00 / 44.00 m Receiver height : 1.50 / 1.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Angle1 Angle2 : 72.00 deg 90.00 deg Receiver source distance : 44.00 / 44.00 m Receiver height : 1.50 / 1.50 m Page 1

REC21.TXT Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 72.00 deg Angle2 : 90.00 deg Barrier height : 5.25 m Barrier receiver distance : 36.00 / 36.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg 14.00 deg Receiver source distance : 324.00 / 324.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : 14.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 256.00 / 256.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC21.TXT Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -14.00 deg 0.00 deg Receiver source distance : 324.00 / 324.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg 14.00 deg Receiver source distance : 364.00 / 364.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : 14.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 256.00 / 256.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC21.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -14.00 deg 0.00 deg Receiver source distance : 364.00 / 364.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 57.42 + 0.00) = 57.42 dba 0 72 0.66 70.00 0.00-7.76-4.82 0.00 0.00 0.00 57.42 Segment Leq : 57.42 dba Results segment # 2: Campeau Dr (day) - 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 41.40 + 0.00) = 41.40 dba 72 90 0.35 70.00 0.00-6.29-13.03 0.00 0.00-9.28 41.40 Segment Leq : 41.40 dba Results segment # 3: Hwy 417 West (day) --- Page 4

REC21.TXT 1.50! 1.50! 0.34! 2.34 ROAD (0.00 + 53.71 + 0.00) = 53.71 dba -90 14 0.23 82.37 0.00-16.35-2.90 0.00 0.00-9.41 53.71 Segment Leq : 53.71 dba Results segment # 4: Hwy 417 West (day) --- ROAD (0.00 + 50.70 + 0.00) = 50.70 dba -14 0 0.54 82.37 0.00-20.55-11.11 0.00 0.00 0.00 50.70 Segment Leq : 50.70 dba Results segment # 5: Hwy 417 East (day) --- 1.50! 1.50! 0.68! 2.68 ROAD (0.00 + 54.27 + 0.00) = 54.27 dba -90 14 0.23 82.37 0.00-16.97-2.90 0.00 0.00-8.23 54.27 Segment Leq : 54.27 dba Results segment # 6: Hwy 417 East (day) --- ROAD (0.00 + 49.92 + 0.00) = 49.92 dba -14 0 0.54 82.37 0.00-21.33-11.11 0.00 0.00 0.00 49.92 Segment Leq : 49.92 dba Total Leq All Segments: 61.09 dba Page 5

REC21.TXT Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 49.82 + 0.00) = 49.82 dba 0 72 0.66 62.40 0.00-7.76-4.82 0.00 0.00 0.00 49.82 Segment Leq : 49.82 dba Results segment # 2: Campeau Dr (night) --- 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 33.80 + 0.00) = 33.80 dba 72 90 0.35 62.40 0.00-6.29-13.03 0.00 0.00-9.28 33.80 Segment Leq : 33.80 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 1.50! 0.34! 2.34 ROAD (0.00 + 46.12 + 0.00) = 46.12 dba -90 14 0.23 74.77 0.00-16.35-2.90 0.00 0.00-9.41 46.12 Segment Leq : 46.12 dba Results segment # 4: Hwy 417 West (night) ----- ROAD (0.00 + 43.10 + 0.00) = 43.10 dba Page 6

REC21.TXT -14 0 0.54 74.77 0.00-20.55-11.11 0.00 0.00 0.00 43.10 Segment Leq : 43.10 dba Results segment # 5: Hwy 417 East (night) ----- 1.50! 1.50! 0.68! 2.68 ROAD (0.00 + 46.68 + 0.00) = 46.68 dba -90 14 0.23 74.77 0.00-16.97-2.90 0.00 0.00-8.23 46.68 Segment Leq : 46.68 dba Results segment # 6: Hwy 417 East (night) ----- ROAD (0.00 + 42.32 + 0.00) = 42.32 dba -14 0 0.54 74.77 0.00-21.33-11.11 0.00 0.00 0.00 42.32 Segment Leq : 42.32 dba Total Leq All Segments: 53.49 dba TOTAL Leq FROM ALL SOURCES (DAY): 61.09 (NIGHT): 53.49 Page 7

REC23.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:44:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec23.te Description: REC 2-3 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : 0.00 deg 72.00 deg Receiver source distance : 44.00 / 44.00 m Receiver height : 8.50 / 8.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Angle1 Angle2 : 72.00 deg 90.00 deg Receiver source distance : 44.00 / 44.00 m Receiver height : 8.50 / 8.50 m Page 1

REC23.TXT Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 72.00 deg Angle2 : 90.00 deg Barrier height : 5.25 m Barrier receiver distance : 36.00 / 36.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg 14.00 deg Receiver source distance : 324.00 / 324.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : 14.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 256.00 / 256.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC23.TXT Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -14.00 deg 0.00 deg Receiver source distance : 324.00 / 324.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg 14.00 deg Receiver source distance : 364.00 / 364.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : 14.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 256.00 / 256.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC23.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -14.00 deg 0.00 deg Receiver source distance : 364.00 / 364.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 58.65 + 0.00) = 58.65 dba 0 72 0.45 70.00 0.00-6.78-4.57 0.00 0.00 0.00 58.65 Segment Leq : 58.65 dba Results segment # 2: Campeau Dr (day) - 1.50! 8.50! 2.77! 2.77 ROAD (0.00 + 46.02 + 0.00) = 46.02 dba 72 90 0.14 70.00 0.00-5.31-11.23 0.00 0.00-7.44 46.02 Segment Leq : 46.02 dba Results segment # 3: Hwy 417 West (day) --- Page 4

REC23.TXT 1.50! 8.50! 1.80! 3.80 ROAD (0.00 + 58.63 + 0.00) = 58.63 dba -90 14 0.02 82.37 0.00-13.55-2.42 0.00 0.00-7.77 58.63 Segment Leq : 58.63 dba Results segment # 4: Hwy 417 West (day) --- ROAD (0.00 + 53.51 + 0.00) = 53.51 dba -14 0 0.33 82.37 0.00-17.75-11.11 0.00 0.00 0.00 53.51 Segment Leq : 53.51 dba Results segment # 5: Hwy 417 East (day) --- 1.50! 8.50! 2.76! 4.76 ROAD (0.00 + 59.62 + 0.00) = 59.62 dba -90 14 0.02 82.37 0.00-14.06-2.42 0.00 0.00-6.26 59.62 Segment Leq : 59.62 dba Results segment # 6: Hwy 417 East (day) --- ROAD (0.00 + 52.84 + 0.00) = 52.84 dba -14 0 0.33 82.37 0.00-18.42-11.11 0.00 0.00 0.00 52.84 Segment Leq : 52.84 dba Total Leq All Segments: 64.53 dba Page 5

REC23.TXT Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 51.05 + 0.00) = 51.05 dba 0 72 0.45 62.40 0.00-6.78-4.57 0.00 0.00 0.00 51.05 Segment Leq : 51.05 dba Results segment # 2: Campeau Dr (night) --- 1.50! 8.50! 2.77! 2.77 ROAD (0.00 + 38.43 + 0.00) = 38.43 dba 72 90 0.14 62.40 0.00-5.31-11.23 0.00 0.00-7.44 38.43 Segment Leq : 38.43 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 8.50! 1.81! 3.81 ROAD (0.00 + 51.03 + 0.00) = 51.03 dba -90 14 0.02 74.77 0.00-13.55-2.42 0.00 0.00-7.77 51.03 Segment Leq : 51.03 dba Results segment # 4: Hwy 417 West (night) ----- ROAD (0.00 + 45.91 + 0.00) = 45.91 dba Page 6

REC23.TXT -14 0 0.33 74.77 0.00-17.75-11.11 0.00 0.00 0.00 45.91 Segment Leq : 45.91 dba Results segment # 5: Hwy 417 East (night) ----- 1.50! 8.50! 2.76! 4.76 ROAD (0.00 + 52.03 + 0.00) = 52.03 dba -90 14 0.02 74.77 0.00-14.06-2.42 0.00 0.00-6.26 52.03 Segment Leq : 52.03 dba Results segment # 6: Hwy 417 East (night) ----- ROAD (0.00 + 45.24 + 0.00) = 45.24 dba -14 0 0.33 74.77 0.00-18.42-11.11 0.00 0.00 0.00 45.24 Segment Leq : 45.24 dba Total Leq All Segments: 56.93 dba TOTAL Leq FROM ALL SOURCES (DAY): 64.53 (NIGHT): 56.93 Page 7

REC31.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:47:26 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec31.te Description: REC 3-1 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : 0.00 deg 38.00 deg Receiver source distance : 136.00 / 136.00 m Receiver height : 1.50 / 1.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Angle1 Angle2 : 38.00 deg 90.00 deg Receiver source distance : 136.00 / 136.00 m Receiver height : 1.50 / 1.50 m Page 1

REC31.TXT Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 38.00 deg Angle2 : 90.00 deg Barrier height : 5.25 m Barrier receiver distance : 48.00 / 48.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg -24.00 deg Receiver source distance : 242.00 / 242.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -24.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 200.00 / 200.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC31.TXT Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -24.00 deg 28.00 deg Receiver source distance : 242.00 / 242.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg -24.00 deg Receiver source distance : 284.00 / 284.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -24.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 200.00 / 200.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC31.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -24.00 deg 28.00 deg Receiver source distance : 284.00 / 284.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 47.13 + 0.00) = 47.13 dba 0 38 0.66 70.00 0.00-15.89-6.97 0.00 0.00 0.00 47.13 Segment Leq : 47.13 dba Results segment # 2: Campeau Dr (day) - 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 42.05 + 0.00) = 42.05 dba 38 90 0.35 70.00 0.00-12.88-6.91 0.00 0.00-8.15 42.05 Segment Leq : 42.05 dba Results segment # 3: Hwy 417 West (day) --- Page 4

REC31.TXT 1.50! 1.50! 0.19! 2.19 ROAD (0.00 + 52.59 + 0.00) = 52.59 dba -90-24 0.23 82.37 0.00-14.80-5.18 0.00 0.00-9.79 52.59 Segment Leq : 52.59 dba Results segment # 4: Hwy 417 West (day) --- ROAD (0.00 + 58.29 + 0.00) = 58.29 dba -24 28 0.54 82.37 0.00-18.60-5.48 0.00 0.00 0.00 58.29 Segment Leq : 58.29 dba Results segment # 5: Hwy 417 East (day) --- 1.50! 1.50! 0.68! 2.68 ROAD (0.00 + 53.47 + 0.00) = 53.47 dba -90-24 0.23 82.37 0.00-15.65-5.18 0.00 0.00-8.07 53.47 Segment Leq : 53.47 dba Results segment # 6: Hwy 417 East (day) --- ROAD (0.00 + 57.22 + 0.00) = 57.22 dba -24 28 0.54 82.37 0.00-19.67-5.48 0.00 0.00 0.00 57.22 Segment Leq : 57.22 dba Total Leq All Segments: 62.24 dba Page 5

REC31.TXT Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 39.54 + 0.00) = 39.54 dba 0 38 0.66 62.40 0.00-15.89-6.97 0.00 0.00 0.00 39.54 Segment Leq : 39.54 dba Results segment # 2: Campeau Dr (night) --- 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 34.46 + 0.00) = 34.46 dba 38 90 0.35 62.40 0.00-12.88-6.91 0.00 0.00-8.15 34.46 Segment Leq : 34.46 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 1.50! 0.19! 2.19 ROAD (0.00 + 45.00 + 0.00) = 45.00 dba -90-24 0.23 74.77 0.00-14.80-5.18 0.00 0.00-9.79 45.00 Segment Leq : 45.00 dba Results segment # 4: Hwy 417 West (night) ----- ROAD (0.00 + 50.69 + 0.00) = 50.69 dba Page 6

REC31.TXT -24 28 0.54 74.77 0.00-18.60-5.48 0.00 0.00 0.00 50.69 Segment Leq : 50.69 dba Results segment # 5: Hwy 417 East (night) ----- 1.50! 1.50! 0.68! 2.68 ROAD (0.00 + 45.87 + 0.00) = 45.87 dba -90-24 0.23 74.77 0.00-15.65-5.18 0.00 0.00-8.07 45.87 Segment Leq : 45.87 dba Results segment # 6: Hwy 417 East (night) ----- ROAD (0.00 + 49.62 + 0.00) = 49.62 dba -24 28 0.54 74.77 0.00-19.67-5.48 0.00 0.00 0.00 49.62 Segment Leq : 49.62 dba Total Leq All Segments: 54.64 dba TOTAL Leq FROM ALL SOURCES (DAY): 62.24 (NIGHT): 54.64 Page 7

REC33.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:49:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec33.te Description: REC 3-3 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : 0.00 deg 38.00 deg Receiver source distance : 136.00 / 136.00 m Receiver height : 8.50 / 8.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Angle1 Angle2 : 38.00 deg 90.00 deg Receiver source distance : 136.00 / 136.00 m Receiver height : 8.50 / 8.50 m Page 1

REC33.TXT Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : 38.00 deg Angle2 : 90.00 deg Barrier height : 5.25 m Barrier receiver distance : 48.00 / 48.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg -24.00 deg Receiver source distance : 242.00 / 242.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -24.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 200.00 / 200.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC33.TXT Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -24.00 deg 28.00 deg Receiver source distance : 242.00 / 242.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg -24.00 deg Receiver source distance : 284.00 / 284.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -24.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 200.00 / 200.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC33.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -24.00 deg 28.00 deg Receiver source distance : 284.00 / 284.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Results segment # 1: Campeau Dr (day) - ROAD (0.00 + 49.21 + 0.00) = 49.21 dba 0 38 0.45 70.00 0.00-13.88-6.90 0.00 0.00 0.00 49.21 Segment Leq : 49.21 dba Results segment # 2: Campeau Dr (day) - 1.50! 8.50! 6.03! 6.03 ROAD (0.00 + 48.80 + 0.00) = 48.80 dba 38 90 0.14 70.00 0.00-10.87-6.03 0.00 0.00-4.78 48.32* 38 90 0.45 70.00 0.00-13.88-7.31 0.00 0.00 0.00 48.80 * Bright Zone! Segment Leq : 48.80 dba Results segment # 3: Hwy 417 West (day) --- Page 4

REC33.TXT 1.50! 8.50! 1.41! 3.41 ROAD (0.00 + 57.23 + 0.00) = 57.23 dba -90-24 0.02 82.37 0.00-12.26-4.42 0.00 0.00-8.45 57.23 Segment Leq : 57.23 dba Results segment # 4: Hwy 417 West (day) --- ROAD (0.00 + 60.86 + 0.00) = 60.86 dba -24 28 0.33 82.37 0.00-16.06-5.44 0.00 0.00 0.00 60.86 Segment Leq : 60.86 dba Results segment # 5: Hwy 417 East (day) --- 1.50! 8.50! 2.75! 4.75 ROAD (0.00 + 58.77 + 0.00) = 58.77 dba -90-24 0.02 82.37 0.00-12.97-4.42 0.00 0.00-6.21 58.77 Segment Leq : 58.77 dba Results segment # 6: Hwy 417 East (day) --- ROAD (0.00 + 59.93 + 0.00) = 59.93 dba -24 28 0.33 82.37 0.00-16.99-5.44 0.00 0.00 0.00 59.93 Segment Leq : 59.93 dba Page 5

REC33.TXT Total Leq All Segments: 65.62 dba Results segment # 1: Campeau Dr (night) --- ROAD (0.00 + 41.61 + 0.00) = 41.61 dba 0 38 0.45 62.40 0.00-13.88-6.90 0.00 0.00 0.00 41.61 Segment Leq : 41.61 dba Results segment # 2: Campeau Dr (night) --- 1.50! 8.50! 6.03! 6.03 ROAD (0.00 + 41.21 + 0.00) = 41.21 dba 38 90 0.14 62.40 0.00-10.87-6.03 0.00 0.00-4.78 40.73* 38 90 0.45 62.40 0.00-13.88-7.31 0.00 0.00 0.00 41.21 * Bright Zone! Segment Leq : 41.21 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 8.50! 1.41! 3.41 ROAD (0.00 + 49.64 + 0.00) = 49.64 dba -90-24 0.02 74.77 0.00-12.26-4.42 0.00 0.00-8.45 49.64 Segment Leq : 49.64 dba Page 6

REC33.TXT Results segment # 4: Hwy 417 West (night) ----- ROAD (0.00 + 53.26 + 0.00) = 53.26 dba -24 28 0.33 74.77 0.00-16.06-5.44 0.00 0.00 0.00 53.26 Segment Leq : 53.26 dba Results segment # 5: Hwy 417 East (night) ----- 1.50! 8.50! 2.75! 4.75 ROAD (0.00 + 51.17 + 0.00) = 51.17 dba -90-24 0.02 74.77 0.00-12.97-4.42 0.00 0.00-6.21 51.17 Segment Leq : 51.17 dba Results segment # 6: Hwy 417 East (night) ----- ROAD (0.00 + 52.34 + 0.00) = 52.34 dba -24 28 0.33 74.77 0.00-16.99-5.44 0.00 0.00 0.00 52.34 Segment Leq : 52.34 dba Total Leq All Segments: 58.02 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.62 (NIGHT): 58.02 Page 7

REC41.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:53:33 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec41.te Description: REC 4-1 Time Period: Day/Night 16/8 hours Road data, segment # 1: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 1: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 2: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 2: Hwy 417 West (day/night) Page 1

REC41.TXT ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 4: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC41.TXT Data for Segment # 4: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC41.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Hwy 417 West (day) --- 1.50! 1.50! 0.07! 2.07 ROAD (0.00 + 51.34 + 0.00) = 51.34 dba -90-31 0.23 82.37 0.00-15.57-5.76 0.00 0.00-9.69 51.34 Segment Leq : 51.34 dba Results segment # 2: Hwy 417 West (day) --- ROAD (0.00 + 58.64 + 0.00) = 58.64 dba -31 41 0.54 82.37 0.00-19.58-4.15 0.00 0.00 0.00 58.64 Segment Leq : 58.64 dba Page 4

REC41.TXT Results segment # 3: Hwy 417 West (day) --- 1.50! 1.50! 1.30! 4.30 ROAD (0.00 + 53.42 + 0.00) = 53.42 dba 41 90 0.00 82.37 0.00-12.71-5.65 0.00 0.00-10.58 53.42 Segment Leq : 53.42 dba Results segment # 4: Hwy 417 East (day) --- 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 53.14 + 0.00) = 53.14 dba -90-31 0.23 82.37 0.00-15.94-5.76 0.00 0.00-7.53 53.14 Segment Leq : 53.14 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 58.18 + 0.00) = 58.18 dba -31 41 0.54 82.37 0.00-20.04-4.15 0.00 0.00 0.00 58.18 Segment Leq : 58.18 dba Results segment # 6: Hwy 417 East (day) --- Page 5

REC41.TXT 1.50! 1.50! 1.38! 4.38 ROAD (0.00 + 53.25 + 0.00) = 53.25 dba 41 90 0.00 82.37 0.00-13.01-5.65 0.00 0.00-10.45 53.25 Segment Leq : 53.25 dba Total Leq All Segments: 63.35 dba Results segment # 1: Hwy 417 West (night) ----- 1.50! 1.50! 0.07! 2.07 ROAD (0.00 + 43.74 + 0.00) = 43.74 dba -90-31 0.23 74.77 0.00-15.57-5.76 0.00 0.00-9.69 43.74 Segment Leq : 43.74 dba Results segment # 2: Hwy 417 West (night) ----- ROAD (0.00 + 51.05 + 0.00) = 51.05 dba -31 41 0.54 74.77 0.00-19.58-4.15 0.00 0.00 0.00 51.05 Segment Leq : 51.05 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 1.50! 1.30! 4.30 Page 6

REC41.TXT ROAD (0.00 + 45.83 + 0.00) = 45.83 dba 41 90 0.00 74.77 0.00-12.71-5.65 0.00 0.00-10.58 45.83 Segment Leq : 45.83 dba Results segment # 4: Hwy 417 East (night) ----- 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 45.54 + 0.00) = 45.54 dba -90-31 0.23 74.77 0.00-15.94-5.76 0.00 0.00-7.53 45.54 Segment Leq : 45.54 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 50.59 + 0.00) = 50.59 dba -31 41 0.54 74.77 0.00-20.04-4.15 0.00 0.00 0.00 50.59 Segment Leq : 50.59 dba Results segment # 6: Hwy 417 East (night) ----- 1.50! 1.50! 1.38! 4.38 ROAD (0.00 + 45.66 + 0.00) = 45.66 dba 41 90 0.00 74.77 0.00-13.01-5.65 0.00 0.00-10.45 45.66 Segment Leq : 45.66 dba Page 7

REC41.TXT Total Leq All Segments: 55.76 dba TOTAL Leq FROM ALL SOURCES (DAY): 63.35 (NIGHT): 55.76 Page 8

REC43.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:57:21 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec43.te Description: REC 4-3 Time Period: Day/Night 16/8 hours Road data, segment # 1: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 1: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 2: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 2: Hwy 417 West (day/night) Page 1

REC43.TXT ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 4: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC43.TXT Data for Segment # 4: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC43.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Hwy 417 West (day) --- 1.50! 8.50! 1.07! 3.07 ROAD (0.00 + 55.91 + 0.00) = 55.91 dba -90-31 0.02 82.37 0.00-12.90-4.91 0.00 0.00-8.64 55.91 Segment Leq : 55.91 dba Results segment # 2: Hwy 417 West (day) --- ROAD (0.00 + 61.38 + 0.00) = 61.38 dba -31 41 0.33 82.37 0.00-16.91-4.08 0.00 0.00 0.00 61.38 Segment Leq : 61.38 dba Page 4

REC43.TXT Results segment # 3: Hwy 417 West (day) --- 1.50! 8.50! 6.20! 9.20 ROAD (0.00 + 57.04 + 0.00) = 57.04 dba 41 90 0.00 82.37 0.00-12.71-5.65 0.00 0.00-6.96 57.04 Segment Leq : 57.04 dba Results segment # 4: Hwy 417 East (day) --- 1.50! 8.50! 2.90! 2.90 ROAD (0.00 + 58.04 + 0.00) = 58.04 dba -90-31 0.02 82.37 0.00-13.21-4.91 0.00 0.00-6.21 58.04 Segment Leq : 58.04 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 60.98 + 0.00) = 60.98 dba -31 41 0.33 82.37 0.00-17.31-4.08 0.00 0.00 0.00 60.98 Segment Leq : 60.98 dba Results segment # 6: Hwy 417 East (day) --- Page 5

REC43.TXT 1.50! 8.50! 6.42! 9.42 ROAD (0.00 + 56.96 + 0.00) = 56.96 dba 41 90 0.00 82.37 0.00-13.01-5.65 0.00 0.00-6.75 56.96 Segment Leq : 56.96 dba Total Leq All Segments: 66.68 dba Results segment # 1: Hwy 417 West (night) ----- 1.50! 8.50! 1.07! 3.07 ROAD (0.00 + 48.31 + 0.00) = 48.31 dba -90-31 0.02 74.77 0.00-12.90-4.91 0.00 0.00-8.64 48.31 Segment Leq : 48.31 dba Results segment # 2: Hwy 417 West (night) ----- ROAD (0.00 + 53.78 + 0.00) = 53.78 dba -31 41 0.33 74.77 0.00-16.91-4.08 0.00 0.00 0.00 53.78 Segment Leq : 53.78 dba Results segment # 3: Hwy 417 West (night) ----- 1.50! 8.50! 6.20! 9.20 Page 6

REC43.TXT ROAD (0.00 + 49.45 + 0.00) = 49.45 dba 41 90 0.00 74.77 0.00-12.71-5.65 0.00 0.00-6.96 49.45 Segment Leq : 49.45 dba Results segment # 4: Hwy 417 East (night) ----- 1.50! 8.50! 2.90! 2.90 ROAD (0.00 + 50.44 + 0.00) = 50.44 dba -90-31 0.02 74.77 0.00-13.21-4.91 0.00 0.00-6.21 50.44 Segment Leq : 50.44 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 53.38 + 0.00) = 53.38 dba -31 41 0.33 74.77 0.00-17.31-4.08 0.00 0.00 0.00 53.38 Segment Leq : 53.38 dba Results segment # 6: Hwy 417 East (night) ----- 1.50! 8.50! 6.42! 9.42 ROAD (0.00 + 49.36 + 0.00) = 49.36 dba 41 90 0.00 74.77 0.00-13.01-5.65 0.00 0.00-6.75 49.36 Segment Leq : 49.36 dba Page 7

REC43.TXT Total Leq All Segments: 59.08 dba TOTAL Leq FROM ALL SOURCES (DAY): 66.68 (NIGHT): 59.08 Page 8

REC46.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 14:58:46 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec46.te Description: REC 4-6 Time Period: Day/Night 16/8 hours Road data, segment # 1: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 1: Hwy 417 West (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 2.00 m Road data, segment # 2: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 2: Hwy 417 West (day/night) Page 1

REC46.TXT ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 17.90 / 17.90 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 280.00 / 280.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 4: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 2

REC46.TXT Data for Segment # 4: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -90.00 deg -31.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -90.00 deg Angle2 : -31.00 deg Barrier height : 5.25 m Elevation : 4.00 m Barrier receiver distance : 240.00 / 240.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : -31.00 deg 41.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 17.90 / 17.90 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h Page 3

REC46.TXT 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 6: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 41.00 deg 90.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 41.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 84.00 / 84.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Hwy 417 West (day) --- 1.50! 17.90! 2.41! 4.41 ROAD (0.00 + 57.68 + 0.00) = 57.68 dba -90-31 0.00 82.37 0.00-12.71-4.84 0.00 0.00-7.13 57.68 Segment Leq : 57.68 dba Results segment # 2: Hwy 417 West (day) --- ROAD (0.00 + 65.05 + 0.00) = 65.05 dba -31 41 0.05 82.37 0.00-13.32-3.99 0.00 0.00 0.00 65.05 Segment Leq : 65.05 dba Page 4

REC46.TXT Results segment # 3: Hwy 417 West (day) --- 1.50! 17.90! 12.78! 15.78 ROAD (0.00 + 63.15 + 0.00) = 63.15 dba 41 90 0.00 82.37 0.00-12.71-5.65 0.00 0.00-3.25 60.75* 41 90 0.05 82.37 0.00-13.32-5.90 0.00 0.00 0.00 63.15 * Bright Zone! Segment Leq : 63.15 dba Results segment # 4: Hwy 417 East (day) --- 1.50! 17.90! 4.78! 4.78 ROAD (0.00 + 59.45 + 0.00) = 59.45 dba -90-31 0.00 82.37 0.00-13.01-4.84 0.00 0.00-5.06 59.45 Segment Leq : 59.45 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 64.73 + 0.00) = 64.73 dba -31 41 0.05 82.37 0.00-13.64-3.99 0.00 0.00 0.00 64.73 Segment Leq : 64.73 dba Results segment # 6: Hwy 417 East (day) --- Page 5

REC46.TXT 1.50! 17.90! 13.19! 16.19 ROAD (0.00 + 62.83 + 0.00) = 62.83 dba 41 90 0.00 82.37 0.00-13.01-5.65 0.00 0.00-2.56 61.14* 41 90 0.05 82.37 0.00-13.64-5.90 0.00 0.00 0.00 62.83 * Bright Zone! Segment Leq : 62.83 dba Total Leq All Segments: 70.65 dba Results segment # 1: Hwy 417 West (night) ----- 1.50! 17.90! 2.41! 4.41 ROAD (0.00 + 50.09 + 0.00) = 50.09 dba -90-31 0.00 74.77 0.00-12.71-4.84 0.00 0.00-7.13 50.09 Segment Leq : 50.09 dba Results segment # 2: Hwy 417 West (night) ----- ROAD (0.00 + 57.45 + 0.00) = 57.45 dba -31 41 0.05 74.77 0.00-13.32-3.99 0.00 0.00 0.00 57.45 Segment Leq : 57.45 dba Results segment # 3: Hwy 417 West (night) ----- Page 6

REC46.TXT 1.50! 17.90! 12.78! 15.78 ROAD (0.00 + 55.55 + 0.00) = 55.55 dba 41 90 0.00 74.77 0.00-12.71-5.65 0.00 0.00-3.25 53.16* 41 90 0.05 74.77 0.00-13.32-5.90 0.00 0.00 0.00 55.55 * Bright Zone! Segment Leq : 55.55 dba Results segment # 4: Hwy 417 East (night) ----- 1.50! 17.90! 4.78! 4.78 ROAD (0.00 + 51.86 + 0.00) = 51.86 dba -90-31 0.00 74.77 0.00-13.01-4.84 0.00 0.00-5.06 51.86 Segment Leq : 51.86 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 57.14 + 0.00) = 57.14 dba -31 41 0.05 74.77 0.00-13.64-3.99 0.00 0.00 0.00 57.14 Segment Leq : 57.14 dba Results segment # 6: Hwy 417 East (night) ----- Page 7

REC46.TXT 1.50! 17.90! 13.19! 16.19 ROAD (0.00 + 55.24 + 0.00) = 55.24 dba 41 90 0.00 74.77 0.00-13.01-5.65 0.00 0.00-2.56 53.55* 41 90 0.05 74.77 0.00-13.64-5.90 0.00 0.00 0.00 55.24 * Bright Zone! Segment Leq : 55.24 dba Total Leq All Segments: 63.06 dba TOTAL Leq FROM ALL SOURCES (DAY): 70.65 (NIGHT): 63.06 Page 8

REC51.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 15:02:25 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec51.te Description: REC 5-1 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg -35.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 1.50 / 1.50 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : -90.00 deg Angle2 : -35.00 deg Barrier height : 15.00 m Barrier receiver distance : 80.00 / 80.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Page 1

REC51.TXT Angle1 Angle2 : -35.00 deg 0.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 1.50 / 1.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Page 2

REC51.TXT Receiver source distance : 300.00 / 300.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 1.50 / 1.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 3

REC51.TXT Data for Segment # 6: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 1.50 / 1.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Campeau Dr (day) - 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 39.01 + 0.00) = 39.01 dba -90-35 0.00 70.00 0.00-7.48-5.15 0.00 0.00-18.36 39.01 Segment Leq : 39.01 dba Results segment # 2: Campeau Dr (day) - ROAD (0.00 + 50.28 + 0.00) = 50.28 dba -35 0 0.66 70.00 0.00-12.42-7.29 0.00 0.00 0.00 50.28 Segment Leq : 50.28 dba Results segment # 3: Hwy 417 West (day) --- ROAD (0.00 + 51.21 + 0.00) = 51.21 dba Page 4

REC51.TXT 0 14 0.54 82.37 0.00-20.04-11.11 0.00 0.00 0.00 51.21 Segment Leq : 51.21 dba Results segment # 4: Hwy 417 West (day) --- 1.50! 1.50! 0.87! 3.87 ROAD (0.00 + 54.22 + 0.00) = 54.22 dba 14 90 0.00 82.37 0.00-13.01-3.74 0.00 0.00-11.39 54.22 Segment Leq : 54.22 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 50.26 + 0.00) = 50.26 dba 0 14 0.54 82.37 0.00-20.99-11.11 0.00 0.00 0.00 50.26 Segment Leq : 50.26 dba Results segment # 6: Hwy 417 West (day) --- 1.50! 1.50! 1.09! 4.09 ROAD (0.00 + 54.00 + 0.00) = 54.00 dba 14 90 0.00 82.37 0.00-13.63-3.74 0.00 0.00-10.99 54.00 Segment Leq : 54.00 dba Total Leq All Segments: 59.39 dba Page 5

REC51.TXT Results segment # 1: Campeau Dr (night) --- 1.50! 1.50! 1.50! 1.50 ROAD (0.00 + 31.41 + 0.00) = 31.41 dba -90-35 0.00 62.40 0.00-7.48-5.15 0.00 0.00-18.36 31.41 Segment Leq : 31.41 dba Results segment # 2: Campeau Dr (night) --- ROAD (0.00 + 42.69 + 0.00) = 42.69 dba -35 0 0.66 62.40 0.00-12.42-7.29 0.00 0.00 0.00 42.69 Segment Leq : 42.69 dba Results segment # 3: Hwy 417 West (night) ----- ROAD (0.00 + 43.62 + 0.00) = 43.62 dba 0 14 0.54 74.77 0.00-20.04-11.11 0.00 0.00 0.00 43.62 Segment Leq : 43.62 dba Results segment # 4: Hwy 417 West (night) ----- 1.50! 1.50! 0.87! 3.87 ROAD (0.00 + 46.63 + 0.00) = 46.63 dba Page 6

REC51.TXT 14 90 0.00 74.77 0.00-13.01-3.74 0.00 0.00-11.39 46.63 Segment Leq : 46.63 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 42.66 + 0.00) = 42.66 dba 0 14 0.54 74.77 0.00-20.99-11.11 0.00 0.00 0.00 42.66 Segment Leq : 42.66 dba Results segment # 6: Hwy 417 West (night) ----- 1.50! 1.50! 1.09! 4.09 ROAD (0.00 + 46.40 + 0.00) = 46.40 dba 14 90 0.00 74.77 0.00-13.63-3.74 0.00 0.00-10.99 46.40 Segment Leq : 46.40 dba Total Leq All Segments: 51.79 dba TOTAL Leq FROM ALL SOURCES (DAY): 59.39 (NIGHT): 51.79 Page 7

REC53.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 15:04:16 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec53.te Description: REC 5-3 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg -35.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 8.50 / 8.50 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : -90.00 deg Angle2 : -35.00 deg Barrier height : 15.00 m Barrier receiver distance : 80.00 / 80.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Page 1

REC53.TXT Angle1 Angle2 : -35.00 deg 0.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 8.50 / 8.50 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Page 2

REC53.TXT Receiver source distance : 300.00 / 300.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 8.50 / 8.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 3

REC53.TXT Data for Segment # 6: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 8.50 / 8.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Campeau Dr (day) - 1.50! 8.50! 1.83! 1.83 ROAD (0.00 + 39.17 + 0.00) = 39.17 dba -90-35 0.00 70.00 0.00-7.48-5.15 0.00 0.00-18.20 39.17 Segment Leq : 39.17 dba Results segment # 2: Campeau Dr (day) - ROAD (0.00 + 51.91 + 0.00) = 51.91 dba -35 0 0.45 70.00 0.00-10.85-7.24 0.00 0.00 0.00 51.91 Segment Leq : 51.91 dba Results segment # 3: Hwy 417 West (day) --- ROAD (0.00 + 53.95 + 0.00) = 53.95 dba Page 4

REC53.TXT 0 14 0.33 82.37 0.00-17.31-11.11 0.00 0.00 0.00 53.95 Segment Leq : 53.95 dba Results segment # 4: Hwy 417 West (day) --- 1.50! 8.50! 5.02! 8.02 ROAD (0.00 + 57.37 + 0.00) = 57.37 dba 14 90 0.00 82.37 0.00-13.01-3.74 0.00 0.00-8.24 57.37 Segment Leq : 57.37 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 53.13 + 0.00) = 53.13 dba 0 14 0.33 82.37 0.00-18.13-11.11 0.00 0.00 0.00 53.13 Segment Leq : 53.13 dba Results segment # 6: Hwy 417 West (day) --- 1.50! 8.50! 5.62! 8.62 ROAD (0.00 + 57.43 + 0.00) = 57.43 dba 14 90 0.00 82.37 0.00-13.63-3.74 0.00 0.00-7.56 57.43 Segment Leq : 57.43 dba Total Leq All Segments: 62.35 dba Page 5

REC53.TXT Results segment # 1: Campeau Dr (night) --- 1.50! 8.50! 1.83! 1.83 ROAD (0.00 + 31.57 + 0.00) = 31.57 dba -90-35 0.00 62.40 0.00-7.48-5.15 0.00 0.00-18.20 31.57 Segment Leq : 31.57 dba Results segment # 2: Campeau Dr (night) --- ROAD (0.00 + 44.31 + 0.00) = 44.31 dba -35 0 0.45 62.40 0.00-10.85-7.24 0.00 0.00 0.00 44.31 Segment Leq : 44.31 dba Results segment # 3: Hwy 417 West (night) ----- ROAD (0.00 + 46.36 + 0.00) = 46.36 dba 0 14 0.33 74.77 0.00-17.31-11.11 0.00 0.00 0.00 46.36 Segment Leq : 46.36 dba Results segment # 4: Hwy 417 West (night) ----- 1.50! 8.50! 5.02! 8.02 ROAD (0.00 + 49.78 + 0.00) = 49.78 dba Page 6

REC53.TXT 14 90 0.00 74.77 0.00-13.01-3.74 0.00 0.00-8.24 49.78 Segment Leq : 49.78 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 45.53 + 0.00) = 45.53 dba 0 14 0.33 74.77 0.00-18.13-11.11 0.00 0.00 0.00 45.53 Segment Leq : 45.53 dba Results segment # 6: Hwy 417 West (night) ----- 1.50! 8.50! 5.62! 8.62 ROAD (0.00 + 49.84 + 0.00) = 49.84 dba 14 90 0.00 74.77 0.00-13.63-3.74 0.00 0.00-7.56 49.84 Segment Leq : 49.84 dba Total Leq All Segments: 54.75 dba TOTAL Leq FROM ALL SOURCES (DAY): 62.35 (NIGHT): 54.75 Page 7

REC56.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 15:06:03 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec56.te Description: REC 5-6 Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -90.00 deg -35.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 17.90 / 17.90 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : -90.00 deg Angle2 : -35.00 deg Barrier height : 15.00 m Barrier receiver distance : 80.00 / 80.00 m Source elevation : 0.00 m Receiver elevation : 0.00 m Barrier elevation : 0.00 m Road data, segment # 2: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 2: Campeau Dr (day/night) -------- Page 1

REC56.TXT Angle1 Angle2 : -35.00 deg 0.00 deg Receiver source distance : 84.00 / 84.00 m Receiver height : 17.90 / 17.90 m Topography : 1 (Flat/gentle slope; no barrier) Road data, segment # 3: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 3: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 300.00 / 300.00 m Receiver height : 17.90 / 17.90 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 4: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 4: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Page 2

REC56.TXT Receiver source distance : 300.00 / 300.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Road data, segment # 5: Hwy 417 East (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Data for Segment # 5: Hwy 417 East (day/night) ---------- Angle1 Angle2 : 0.00 deg 14.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 17.90 / 17.90 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Road data, segment # 6: Hwy 417 West (day/night) ------------ Car traffic volume : 74212/6453 veh/timeperiod * Medium truck volume : 5903/513 veh/timeperiod * Heavy truck volume : 4217/367 veh/timeperiod * Posted speed limit : 100 km/h 24 hr Traffic Volume (AADT or SADT): 91665 Page 3

REC56.TXT Data for Segment # 6: Hwy 417 West (day/night) ---------- Angle1 Angle2 : 14.00 deg 90.00 deg Receiver source distance : 346.00 / 346.00 m Receiver height : 17.90 / 17.90 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 14.00 deg Angle2 : 90.00 deg Barrier height : 10.00 m Elevation : 4.00 m Barrier receiver distance : 122.00 / 122.00 m Source elevation : 0.00 m Receiver elevation : 4.00 m Barrier elevation : 3.00 m Results segment # 1: Campeau Dr (day) - 1.50! 17.90! 2.28! 2.28 ROAD (0.00 + 39.42 + 0.00) = 39.42 dba -90-35 0.00 70.00 0.00-7.48-5.15 0.00 0.00-17.95 39.42 Segment Leq : 39.42 dba Results segment # 2: Campeau Dr (day) - ROAD (0.00 + 54.10 + 0.00) = 54.10 dba -35 0 0.17 70.00 0.00-8.74-7.16 0.00 0.00 0.00 54.10 Segment Leq : 54.10 dba Results segment # 3: Hwy 417 West (day) --- ROAD (0.00 + 57.64 + 0.00) = 57.64 dba Page 4

REC56.TXT 0 14 0.05 82.37 0.00-13.64-11.09 0.00 0.00 0.00 57.64 Segment Leq : 57.64 dba Results segment # 4: Hwy 417 West (day) --- 1.50! 17.90! 10.60! 13.60 ROAD (0.00 + 64.82 + 0.00) = 64.82 dba 14 90 0.00 82.37 0.00-13.01-3.74 0.00 0.00-4.92 60.69* 14 90 0.05 82.37 0.00-13.64-3.91 0.00 0.00 0.00 64.82 * Bright Zone! Segment Leq : 64.82 dba Results segment # 5: Hwy 417 East (day) --- ROAD (0.00 + 56.99 + 0.00) = 56.99 dba 0 14 0.05 82.37 0.00-14.29-11.09 0.00 0.00 0.00 56.99 Segment Leq : 56.99 dba Results segment # 6: Hwy 417 West (day) --- 1.50! 17.90! 11.71! 14.71 ROAD (0.00 + 64.17 + 0.00) = 64.17 dba 14 90 0.00 82.37 0.00-13.63-3.74 0.00 0.00-4.40 60.59* 14 90 0.05 82.37 0.00-14.29-3.91 0.00 0.00 0.00 64.17 Page 5

* Bright Zone! REC56.TXT Segment Leq : 64.17 dba Total Leq All Segments: 68.45 dba Results segment # 1: Campeau Dr (night) --- 1.50! 17.90! 2.28! 2.28 ROAD (0.00 + 31.82 + 0.00) = 31.82 dba -90-35 0.00 62.40 0.00-7.48-5.15 0.00 0.00-17.95 31.82 Segment Leq : 31.82 dba Results segment # 2: Campeau Dr (night) --- ROAD (0.00 + 46.50 + 0.00) = 46.50 dba -35 0 0.17 62.40 0.00-8.74-7.16 0.00 0.00 0.00 46.50 Segment Leq : 46.50 dba Results segment # 3: Hwy 417 West (night) ----- ROAD (0.00 + 50.04 + 0.00) = 50.04 dba 0 14 0.05 74.77 0.00-13.64-11.09 0.00 0.00 0.00 50.04 Segment Leq : 50.04 dba Results segment # 4: Hwy 417 West (night) ----- Page 6

REC56.TXT 1.50! 17.90! 10.60! 13.60 ROAD (0.00 + 57.22 + 0.00) = 57.22 dba 14 90 0.00 74.77 0.00-13.01-3.74 0.00 0.00-4.92 53.09* 14 90 0.05 74.77 0.00-13.64-3.91 0.00 0.00 0.00 57.22 * Bright Zone! Segment Leq : 57.22 dba Results segment # 5: Hwy 417 East (night) ----- ROAD (0.00 + 49.39 + 0.00) = 49.39 dba 0 14 0.05 74.77 0.00-14.29-11.09 0.00 0.00 0.00 49.39 Segment Leq : 49.39 dba Results segment # 6: Hwy 417 West (night) ----- 1.50! 17.90! 11.71! 14.71 ROAD (0.00 + 56.57 + 0.00) = 56.57 dba 14 90 0.00 74.77 0.00-13.63-3.74 0.00 0.00-4.40 53.00* 14 90 0.05 74.77 0.00-14.29-3.91 0.00 0.00 0.00 56.57 * Bright Zone! Segment Leq : 56.57 dba Total Leq All Segments: 60.85 dba TOTAL Leq FROM ALL SOURCES (DAY): 68.45 (NIGHT): 60.85 Page 7

REC56.TXT Page 8

REC64B.TXT STAMSON 5.0 NORMAL REPORT Date: 29-01-2017 16:35:52 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: rec64b.te Description: REC 6-4b Time Period: Day/Night 16/8 hours Road data, segment # 1: Campeau Dr (day/night) ---------- Car traffic volume : 12144/1056 veh/timeperiod * Medium truck volume : 966/84 veh/timeperiod * Heavy truck volume : 690/60 veh/timeperiod * Posted speed limit : 60 km/h 24 hr Traffic Volume (AADT or SADT): 15000 Data for Segment # 1: Campeau Dr (day/night) -------- Angle1 Angle2 : -78.00 deg 78.00 deg Receiver source distance : 48.00 / 48.00 m Receiver height : 16.00 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -78.00 deg Angle2 : 78.00 deg Barrier height : 14.50 m Elevation : 14.50 m Barrier receiver distance : 6.00 / 6.00 m Source elevation : 0.00 m Receiver elevation : 14.50 m Barrier elevation : 14.50 m Results segment # 1: Campeau Dr (day) - 1.50! 16.00! 12.37! 26.87 ROAD (0.00 + 53.38 + 0.00) = 53.38 dba -78 78 0.00 70.00 0.00-5.05-0.62 0.00 0.00-10.94 53.38 Segment Leq : 53.38 dba Page 1

REC64B.TXT Total Leq All Segments: 53.38 dba Results segment # 1: Campeau Dr (night) --- 1.50! 4.50! 2.31! 16.81 ROAD (0.00 + 36.73 + 0.00) = 36.73 dba -78 78 0.00 62.40 0.00-5.05-0.62 0.00 0.00-20.00 36.73 Segment Leq : 36.73 dba Total Leq All Segments: 36.73 dba TOTAL Leq FROM ALL SOURCES (DAY): 53.38 (NIGHT): 36.73 Page 2

APPENDIX 3 SHOP DRAWINGS