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Project No.: DEL19-087 Date: March 3, 2020 PREPARED FOR: Royal Premier Homes 307 Fanshawe Park Road East London, Ontario Noise Assessment

307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

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Page 1: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Project No.: DEL19-087 Date: March 3, 2020

PREPARED FOR:

Royal Premier Homes

307 Fanshawe Park Road EastLondon, Ontario

Noise Assessment

Page 2: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

TABLE OF CONTENTS

INTRODUCTION ............................................................................................................................... 1 NOISE STUDY PARAMETERS ........................................................................................................ 1 NOISE SOURCES ............................................................................................................................ 2

3.1 Road Traffic Data .......................................................................................................................... 2 NOISE LEVEL PREDICTIONS ......................................................................................................... 2 ATTENUATION RECOMMENDATIONS & SUMMARY .................................................................. 3

5.1 Interior Noise Levels ..................................................................................................................... 3 5.2 Building Components .................................................................................................................... 4 5.3 Exterior Noise Levels .................................................................................................................... 4

LIST OF TABLES

Table 1- Road Traffic Data ....................................................................................................................... 2 Table 2 - Stamson Noise Levels .............................................................................................................. 3

LIST OF APPENDICIES

Appendix A – Noise Level Calculations

Page 3: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

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INTRODUCTION At the request of Royal Premier Homes, Development Engineering (London) Limited (DevEng) has undertaken the following noise assessment of a proposed 42 unit residential development to be constructed at 307 Fanshawe Park Road East in London, Ontario. The City of London has indicated that a noise study will be required to determine the effects of vehicular traffic from Fanshawe Park Road East on the proposed development. This report has been prepared to address that condition. The purpose of this report will be, therefore, to assess noise levels resulting from road traffic on Fanshawe Park Road East, and offer recommendations for their mitigation, if required.

NOISE STUDY PARAMETERS The Ministry of the Environment, Conservation and Parks (MECP) has created explicit criteria regarding what levels of noise are acceptable within residential developments, and what measures are to be taken, should these criteria be exceeded. These guidelines, as outlined in the Environmental Noise Guideline: Stationary and Transportation Sources – Approval and Planning (Publication NPC-300), are as follows: - Maximum outdoor noise level - 55 dbA as measured in the Outdoor Living area between the hours

of 0700 and 2300 (7:00 am and 11:00 pm); - When this criterion is met, no abatement measures are required; - If the outdoor noise level is greater than 55 dbA and less than 60 dbA, physical control measures

may be applied to reduce the sound level to 55 dbA. If no physical measures are provided, the prospective purchasers or tenants must be made aware of potential problems through a suitable noise warning clause;

- When this criterion is exceeded by 5 dbA or more, future tenants must be made aware of potential problems through a suitable noise warning clause, and physical abatement measures are required;

- Maximum indoor road noise level: • 45 dbA as measured at the plane of the open living room window at all times

throughout the day and at the pane of the open bedroom window between the hours of 0700 and 2300 (7:00 am and 11:00 pm, day-time); and/or,

• 40 dbA as measured at the plane of the open bedroom window between the hours of 2300 and 0700 (11:00 pm and 7:00 am, night-time).

- When the above criteria are met, no abatement measures are required; - When the above criteria is exceeded by 1 to 10 dbA, it is required to design the dwelling with a

provision for future installation of central air conditioning. This requirement usually implies forced air heating with the ducts sized for central air conditioning. Future tenants must also be made aware of potential road noise through a suitable warning clause; and,

- When the above criteria is exceeded by more than 10 dbA installation of central air conditioning is mandatory, and exterior building components must be specified.

Noise levels are to be predicted through the use of the MECP’s model, "Stamson, 5.0", utilizing road traffic data as supplied by the City of London transportation division.

Page 4: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

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NOISE SOURCES

3.1 ROAD TRAFFIC DATA Road traffic frequencies are summarized below in Table 1. The average annual daily traffic (AADT) for Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London. The figures represent the average annual daily road volumes based on the City of London Master Transportation Study. Correspondence with the City of London is included in Appendix A. Table 1- Road Traffic Data

Time (Hours) No. of Cars No. of Heavy Trucks Posted Speed

Limit km/hr

Fanshawe Park Road East (5% Heavy)

Day-Time (0700-2300) 46,170 2,430 60

Night-Time (2300-0700) 5,130 270 60

NOISE LEVEL PREDICTIONS Utilizing the MECP’s noise prediction model, the projected noise levels for the site were calculated for two sample times during the daylight hours of 0700 to 2300 (7:00 a.m. to 11:00 p.m.) and the night time hours of 2300-0700 (11:00 p.m. to 7:00 a.m.). A `barrier free' situation was assumed for all calculations due to the existing topography. For all calculations the intervening topography and the distance to the noise source were considered as the only other impediments to noise transmission. In addition, the following assumptions were made: - The proposed units will have setbacks as per the attached noise study figure (see Figure 1); - The units are assumed to be three (3) and two (2) storeys for Block ‘A’ and Block ‘B’ respectively; - Indoor daytime and night-time receiver elevations are as identified on Figure 1; and, - Outdoor daytime receiver elevation was assumed to be 1.5 m and is located at the allocated common outdoor living area (OLA).

Page 5: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

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Refer to Figure 1 for the building and Stamson test locations within the proposed development. The findings are summarized below: Table 2 - Stamson Noise Levels

Point of Assessment

Stamson Daytime Outdoor Noise Level (dBA)

Stamson Day-time Indoor Noise Level

(dBA)*

Stamson Night-Time

Indoor Noise Level (dBA)*

Warning Clauses/Mitigation

Measures Unattenuated Attenuated

OLA1 59.38 N/A N/A N/A NWC ‘A’

POA1 N/A N/A 59.68 53.15 NWC ‘A’ + NWC ‘D’

Components & Central Air

POA2 N/A N/A 60.01 53.48 NWC ‘A’ + NWC ‘D’

Components & Central Air

POA3 N/A N/A 60.36 53.82 NWC ‘A’ + NWC ‘D’

Components & Central Air

POA4 N/A N/A 49.02 42.49 NWC ‘C’, Provisions POA5 N/A N/A 49.77 43.23 NWC ‘C’, Provisions POA6 N/A N/A 43.67 37.14 None POA7 N/A N/A 44.49 37.96 None

*Note – The indoor noise levels presented in Table 2 reflect the STAMSON model data at the building face less 10 dBA to reflect reductions caused by a typical wall assembly constructed in accordance with the Ontario Building Code (OBC). See Appendix A for a complete set of noise level calculations.

ATTENUATION RECOMMENDATIONS & SUMMARY

5.1 INTERIOR NOISE LEVELS As per Table 2, indoor noise level exceeds the MECP criteria across the site. For the units whose maximum predicted noise levels exceed these guidelines by more than 10 dbA, the installation of central air conditioning will be mandatory. In addition, the provision to notify the potential tenant with the appropriate warning clause is required. Installation of central air conditioning and the following warning clause should be applied to all units in Block A. The warning clause will be included in all agreements of purchase and sale or lease of these dwellings. "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. (Note: The location and installation of the air conditioning device should be done so as to minimize the noise impacts and comply with criteria of MECP Publication NPC-216, Residential Air Conditioning Devices.)" It should be noted that although those units without an exterior wall exposed to Fanshawe Park Road East may experience lower noise levels, it is recommended the installation of central air conditioning be required for all units within Block A. For those units whose maximum predicted indoor noise level exceed the guidelines by 1-10 dBA, an appropriate warning clause should be applied. In addition, provisions must be made for the future installation of central air conditioning. This can be achieved through providing a forced air heating system adequately sized to allow such an installation thus enabling occupants the ability to close their windows should they find noise levels too much of a nuisance.

Page 6: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

Page 4 of 5

It is recommended the following warning clause should be applied and provisions for central air conditioning be provided to the 6 units on the north side of Block B closest to Fanshawe Park Road East. The following warning clause will be included in all agreements of purchase and sale or lease of these dwellings: "This building 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 Environment. (Note: The location and installation of the outdoor air conditioning device should be done so as to minimize the noise impacts and comply with criteria of MECP Publication NPC-216, Residential Air Conditioning Devices.)" Refer to Figure 1 in Appendix A for a visual representation of the units requiring noise warning clauses.

5.2 BUILDING COMPONENTS For all units with a night time sound level that exceeds 60 dBA outside the bedroom window or day time sound level that exceeds 65 dB outside the living room window, building components including windows, walls and doors must be designed so that the indoor sound levels comply with the noise criteria outlined by the MECP. Noise reduction building components will be required for all units in Block A. For these units a EW5 construction rating from foundation to rafters should be utilized along with the installation of glazed windows for all building faces that have exposure to Fanshawe Park Road East (north, east, and west facades). EW5 construction is an exterior wall composed of 12.7mm gypsum board, vapour barrier and 38x89 studs with 50mm (or thicker) mineral wool or glass fibre batts in inter-stud cavities plus sheathing, 25mm air space and 100mm brick veneer. For alternate EW5 construction methods refer to Section 8 of the Supplemental Guidelines of the Ontario Building Code for applicable STC ratings for various construction methodology.

5.3 EXTERIOR NOISE LEVELS The outdoor noise levels, as presented in Table 2, are in excess of MECP guidelines and will therefore require additional mitigation measures. For those units whose maximum predicted noise levels exceeds these guidelines by 1-5 dbA, the provision to notify the potential tenant with the appropriate warning clause is required. The following warning clause should be applied to all units in Block A and Block B. This warning clause will be included in all agreements of purchase and sale or lease of these dwellings. "Purchasers/tenants are advised that sound levels due to increasing road 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 Environment." A wording similar to the following should also be included in all agreements of purchase of sale or lease of the buildings: “The City of London assumes no responsibility for noise issues which may arise from the existing or increased traffic on Fanshawe Park Road East as it relates to the interior or outdoor living areas of any dwelling within the development. The City of London will not be responsible for constructing any form of noise mitigation for this development.”

Page 7: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Noise Assessment Job No.: DEL19-087 307 Fanshawe Park Road East March 3, 2020

Page 5 of 5

Proper implementation of the abatement program above will result in noise levels that will meet the MECP’s requirements for this development. DEVELOPMENT ENGINEERING (LONDON) LIMITED

Ryan Vink, EIT Derek Hoevenaars, P. Eng. Designer Senior Project Engineer

Page 8: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Page 1 of 1

APPENDIX A

NOISE LEVEL CALCULATION

Page 9: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

1

Ryan Vink

From: Giesen, Andrew <[email protected]>

Sent: Wednesday, October 30, 2019 9:18 AM

To: Derek Hoevenaars

Subject: RE: 307 Fanshaw Park Road East - Traffic Request

Attachments: Scoped TIA - 307 Fanshawe Rd E (May 2019).pdf

Good Morning Derek, Please find below and attached the requested info: Ultimate AADT of 54,000 along Fansahwe Park Road, day night split of 90/10, speed limit of 60km/h, see attached traffic count for vehicle splits (pg 11 & 12). Thanks,

Andrew Giesen, C.E.T.

Senior Transportation Technologist

Transportation Planning & Design

City of London

300 Dufferin Ave, P.O. Box 5035, London ON N6A 4L9

P: 519.661.CITY (2489) x 8486| Fax: 519.661.4734

[email protected] | www.london.ca

From: Derek Hoevenaars [mailto:[email protected]]

Sent: Tuesday, October 22, 2019 8:31 AM

To: Giesen, Andrew <[email protected]>

Cc: Jeff Thomas <[email protected]>; Ryan Vink <[email protected]>; Chkouro, Alexei <[email protected]>;

Elmadhoon, Maged <[email protected]>

Subject: [EXTERNAL] 307 Fanshaw Park Road East - Traffic Request

Good morning Andrew,

We would like to officially request traffic information to be included in a noise study for a new residential development

to be constructed 307 Fanshawe Park Road East in London, Ontario. Specifically, we are requesting the ultimate

capacity AADT volume (based on future widening per the TMP), speed limit, % of medium and heavy trucks and

day/night splits for Fanshawe Park Road East in the vicinity of the subject site. (see attached sketch for approximate site

location).

Feel free to contact us with any questions or concerns. Thanks,

Derek Hoevenaars, P.Eng | Senior Project Engineer

Ext. 148 [email protected] www.deveng.net

Development Engineering (London) Limited

Page 10: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

Count Date.......

Turning Movements Count - Full Study Report

Location............. FANSHAWE PARK RD E @ JENNIFER RD

LONDONMunicipality.......

Wednesday, 19 April, 2017

INT491GeoID.......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

539

1200

Total

5%8470 411

213 8 4%

6 4%129

221

8881

135

9237

8749 473 9222

18459

454

3%

5%

14

4011%

452

6

466

8786

407

432 93949826

Total

19494

677

Peds

1443

Peds

54

26

Peds

13

34

158

9

6%

479

9

12

0

0%2%

649

551

2%

12

744

699

3%

22

457

3%

12

14912470

445 268

278

4%

10

9

0

0%

9

9668 8332

4%

5%

FANSHAWE PARK RD E

JENNIFER RD

1

1

0

1

Cyclists:

Cyclists:

Cyclists:

Cyclists:

Page 1 of 1Tuesday, October 22, 2019

Page 11: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

London Office

41 Adelaide St. N., Unit 71

(519) 672-8310

Paris Office

31 Mechanic St., Unit 301

(519) 442-1441

TYPICAL SECTION

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CAMDEN PL
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PINEHURST PL
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HASTINGS DR
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FANSHAWE PARK ROAD EAST
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BLOCK A (3 STOREYS)
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BLOCK B (2 STOREYS)
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FIG.1
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307 FANSHAWE PARK ROAD EAST LONDON,ON
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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CONSULTANT
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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TITLE
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SCALE
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CONSULTANT OR DIVISION
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DESIGN BY RV
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DRAWN BY RV
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CHECKED BY DH
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F.BK. ***
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FILE: DEL19-087 - NOISE BASE.DWGDEL19-087 - NOISE BASE.DWG
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DEL19-087
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ENGINEER'S STAMP
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1
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ISSUED FOR APPROVAL
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OCT. 29/19
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DEVENG
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(London) Limited
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CONSULTING CIVIL ENGINEERS ONSULTING CIVIL ENGINEERS NSULTING CIVIL ENGINEERS SULTING CIVIL ENGINEERS ULTING CIVIL ENGINEERS LTING CIVIL ENGINEERS TING CIVIL ENGINEERS ING CIVIL ENGINEERS NG CIVIL ENGINEERS G CIVIL ENGINEERS CIVIL ENGINEERS CIVIL ENGINEERS IVIL ENGINEERS VIL ENGINEERS IL ENGINEERS L ENGINEERS ENGINEERS ENGINEERS NGINEERS GINEERS INEERS NEERS EERS ERS RS S
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NOISE FIGURE
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SCALE - 1:400
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4
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0
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8m
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WARNING CLAUSES
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FOR DEFINITION OF
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WARNING CLAUSE TYPE A
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WARNING CLAUSE TYPE B
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NOISE LEGEND & WARNING CLAUSES:
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C - "This dwelling unit has been fitted with a forced air heating
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system and the ducting, etc. was sized to accommodate
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conditioning by the occupant will allow windows and
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exterior doors to remain closed, thereby ensuring that the
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Ministry of the Environment's noise criteria. (Note: The
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location and installation of the outdoor air conditioning
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criteria of MOE Publication NPC-216, Residential Air
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Conditioning Devices and thus minimize the noise impacts
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both on and in the immediate vicinity of the subject
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sound levels are within the Municipality's and the Ministry
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of the Environment's noise criteria."
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A - "Purchasers/Tenants are advised that sound levels due to
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increasing rail traffic may occasionally interfere with some
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activities of the dwelling occupants as the sound levels
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exceed the Municipality's and the Ministry of the
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Environment's noise criteria."
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central air conditioning. Installation of central air
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indoor sound levels are within the Municipality's and the
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device should be done so as to comply with the noise
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property)."
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D - "This dwelling unit has been supplied with a central air
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conditioning system which will allow windows and exterior
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doors to remain closed, thereby ensuring that the indoor
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B - "Purchasers/Tenants are advised that despite the inclusion of noise
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levels due to increasing rail traffic may occasionally interfere with
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some activities of the dwelling occupants as the sound levels exceed
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the Municipality's and the Ministry of the Environment's noise criteria."
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control features in the development and within the building units, sound
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DENOTES STAMSON TEST LOCATION
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REFER TO NOISE
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MANDATORY INSTALLATION OF CENTRAL AIR CONDITIONING
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WARNING CLAUSE TYPE D
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WARNING CLAUSE TYPE C
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REPORT AND SEE
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BELOW
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MANDATORY INSTALLATION OF BUILDING COMPONENTS
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SITE PLANS PROVIDED BY OWNER. DEVELOPMENT ENGINEERING ACCEPTS NO RESPONSIBILITY FOR INFORMATION SHOWN THAT IS NOT ACCURATE. THIS PLAN IS FOR NOISE PURPOSES ONLY AND THE CONTRACTOR SHOULD REFER TO THE SERVICING AND GRADING PLANS PREPARED BY THE SITE ENGINEER.
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AC
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BC
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STAMSON TEST LOCATION POA1/POA2/POA3
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STAMSON TEST LOCATION OLA1
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STAMSON TEST LOCATION POA4/POA5
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STAMSON TEST LOCATION POA6/POA7
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NTS
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C/L OF FANSHAWE PARK ROAD EAST
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4.5m
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1ST FLOOR
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2ND FLOOR
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23.8m
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FINISHED GRADE
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FINISHED GRADE
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3RD FLOOR
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DAY/NIGHT TIME INDOOR RECIEVER LOCATION = 4.5m IN PLANE OF BEDROOM WINDOW
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DAY/NIGHT TIME INDOOR RECIEVER LOCATION = 7.5m IN PLANE OF BEDROOM WINDOW
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7.5m
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DAYTIME OUTDOOR RECEIVER LOCATION (1.5m ABOVE THE FINISHED GRADE IN THE DESIGNATED OUTDOOR LIVING AREA (OLA1)
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AC
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BC
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DAY/NIGHT TIME INDOOR RECIEVER LOCATION = 1.5m IN PLANE OF BEDROOM WINDOW
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BLOCK A
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BLOCK B
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1ST FLOOR
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2ND FLOOR
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DAY/NIGHT TIME INDOOR RECIEVER LOCATION = 4.5m IN PLANE OF BEDROOM WINDOW
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DAY/NIGHT TIME INDOOR RECIEVER LOCATION = 1.5m IN PLANE OF BEDROOM WINDOW
Page 12: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:42:18MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: ola1.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 1 / 0 Surface : 1 (Absorptive ground surface)Receiver source distance : 64.70 / 64.70 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 59.38 + 0.00) = 59.38 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 74.46 0.00 -10.54 -1.46 0.00 -3.09 0.00 59.38----------------------------------------------------------------------------

Segment Leq : 59.38 dBA

Total Leq All Segments: 59.38 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 55.94 + 0.00) = 55.94 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 67.93 0.00 -10.54 -1.46 0.00 0.00 0.00 55.94----------------------------------------------------------------------------

Segment Leq : 55.94 dBA

Total Leq All Segments: 55.94 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 59.38 (NIGHT): 55.94

Page 13: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:44:27MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa1.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface)Receiver source distance : 23.80 / 23.80 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 69.68 + 0.00) = 69.68 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 74.46 0.00 -3.33 -1.46 0.00 0.00 0.00 69.68----------------------------------------------------------------------------

Segment Leq : 69.68 dBA

Total Leq All Segments: 69.68 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 63.15 + 0.00) = 63.15 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 67.93 0.00 -3.33 -1.46 0.00 0.00 0.00 63.15----------------------------------------------------------------------------

Segment Leq : 63.15 dBA

Total Leq All Segments: 63.15 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 69.68 (NIGHT): 63.15

Page 14: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:47:56MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa2.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface)Receiver source distance : 23.80 / 23.80 mReceiver height : 4.50 / 4.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 70.01 + 0.00) = 70.01 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 74.46 0.00 -3.15 -1.30 0.00 0.00 0.00 70.01----------------------------------------------------------------------------

Segment Leq : 70.01 dBA

Total Leq All Segments: 70.01 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 63.48 + 0.00) = 63.48 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 67.93 0.00 -3.15 -1.30 0.00 0.00 0.00 63.48----------------------------------------------------------------------------

Segment Leq : 63.48 dBA

Total Leq All Segments: 63.48 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 70.01 (NIGHT): 63.48

Page 15: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:48:30MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa3.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface)Receiver source distance : 23.80 / 23.80 mReceiver height : 7.50 / 7.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 70.36 + 0.00) = 70.36 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.48 74.46 0.00 -2.97 -1.14 0.00 0.00 0.00 70.36----------------------------------------------------------------------------

Segment Leq : 70.36 dBA

Total Leq All Segments: 70.36 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 63.82 + 0.00) = 63.82 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.48 67.93 0.00 -2.97 -1.14 0.00 0.00 0.00 63.82----------------------------------------------------------------------------

Segment Leq : 63.82 dBA

Total Leq All Segments: 63.82 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 70.36 (NIGHT): 63.82

Page 16: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:49:06MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa4.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 1 / 1 House density : 55 %Surface : 1 (Absorptive ground surface)Receiver source distance : 68.00 / 68.00 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 59.02 + 0.00) = 59.02 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 74.46 0.00 -10.90 -1.46 0.00 -3.09 0.00 59.02----------------------------------------------------------------------------

Segment Leq : 59.02 dBA

Total Leq All Segments: 59.02 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 52.49 + 0.00) = 52.49 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 67.93 0.00 -10.90 -1.46 0.00 -3.09 0.00 52.49----------------------------------------------------------------------------

Segment Leq : 52.49 dBA

Total Leq All Segments: 52.49 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 59.02 (NIGHT): 52.49

Page 17: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:49:59MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa5.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 1 / 1 House density : 55 %Surface : 1 (Absorptive ground surface)Receiver source distance : 68.00 / 68.00 mReceiver height : 4.50 / 4.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 59.77 + 0.00) = 59.77 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 74.46 0.00 -10.31 -1.30 0.00 -3.09 0.00 59.77----------------------------------------------------------------------------

Segment Leq : 59.77 dBA

Total Leq All Segments: 59.77 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 53.23 + 0.00) = 53.23 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 67.93 0.00 -10.31 -1.30 0.00 -3.09 0.00 53.23----------------------------------------------------------------------------

Segment Leq : 53.23 dBA

Total Leq All Segments: 53.23 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 59.77 (NIGHT): 53.23

Page 18: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:50:39MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa6.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 3 / 3 House density : 65 %Surface : 1 (Absorptive ground surface)Receiver source distance : 83.50 / 83.50 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 53.67 + 0.00) = 53.67 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 74.46 0.00 -12.38 -1.46 0.00 -6.96 0.00 53.67----------------------------------------------------------------------------

Segment Leq : 53.67 dBA

Total Leq All Segments: 53.67 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 47.14 + 0.00) = 47.14 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.66 67.93 0.00 -12.38 -1.46 0.00 -6.96 0.00 47.14----------------------------------------------------------------------------

Segment Leq : 47.14 dBA

Total Leq All Segments: 47.14 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 53.67 (NIGHT): 47.14

Page 19: 307 Fanshawe Park Road East London, Ontario...Fanshawe Park Road East is 54,000 vehicles/day with 5% heavy truck traffic and a 90/10 day/night split, as obtained from the City of London

STAMSON 5.0 NORMAL REPORT Date: 30-10-2019 15:51:29MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: poa7.te Time Period: Day/Night 16/8 hoursDescription:

Road data, segment # 1: fanshawe (day/night)--------------------------------------------Car traffic volume : 46170/5130 veh/TimePeriod *Medium truck volume : 0/0 veh/TimePeriod *Heavy truck volume : 2430/270 veh/TimePeriod *Posted speed limit : 60 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 54000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 20.00 Medium Truck % of Total Volume : 0.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: fanshawe (day/night)------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 3 / 3 House density : 65 %Surface : 1 (Absorptive ground surface)Receiver source distance : 83.50 / 83.50 mReceiver height : 4.50 / 4.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Results segment # 1: fanshawe (day)-----------------------------------

Source height = 1.50 m

ROAD (0.00 + 54.49 + 0.00) = 54.49 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 74.46 0.00 -11.71 -1.30 0.00 -6.96 0.00 54.49----------------------------------------------------------------------------

Segment Leq : 54.49 dBA

Total Leq All Segments: 54.49 dBA

Results segment # 1: fanshawe (night)-------------------------------------

Source height = 1.50 m

ROAD (0.00 + 47.96 + 0.00) = 47.96 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.57 67.93 0.00 -11.71 -1.30 0.00 -6.96 0.00 47.96----------------------------------------------------------------------------

Segment Leq : 47.96 dBA

Total Leq All Segments: 47.96 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 54.49 (NIGHT): 47.96