405 Myers Road - cambridge.ca · the noise attenuation measures proposed in this study entitled Preliminary Environmental Noise Assessment, 405 Myers Road, Cambridge, Ontario. The

405 Myers Road

Preliminary

Environmental Noise Assessment

Project Location:

405 Myers Road Cambridge, Ontario Prepared for:

Granite Homes 7 Edinburgh Road South Guelph, ON N2B 3X9 Prepared by:

MTE Consultants 520 Bingemans Centre Drive Kitchener, ON N2B 3X9

Original: December 13, 2019 MTE File No.: 42518-200

STATEMENT

I am the owner of the property, or the owner’s agent, and I understand and agree withthe noise attenuation measures proposed in this study entitled PreliminaryEnvironmental Noise Assessment, 405 Myers Road, Cambridge, Ontario.

The application has been designed to avoid the use of berms or walls as noiseattenuation features where feasible. Where berms or walls are recommended, the NoiseStudy provides economic, planning and engineering justification.

If the application is changed in a way that may affect the noise level calculations, I willhave a revised noise study submitted to the Region.

______________________________ ___________________________Signed Dated

______________________________ ___________________________Please Print Title

DocuSign Envelope ID: 14306371-C3DB-4337-ADFB-2A1821836032

President

December 16, 2019

Terry Ellery

Contents

1.0 Introduction ..................................................................................................................... 1

2.0 Criteria............................................................................................................................. 1

2.1 Noise Levels for Outdoor Recreation Areas ................................................................. 1

2.2 Indoor Noise Level Limits ............................................................................................. 3

2.3 Calculation Parameters ................................................................................................ 3

3.0 Analysis Procedures ........................................................................................................ 4

3.1 Road Traffic Data ......................................................................................................... 4

3.2 Calculation Methods .................................................................................................... 4

3.3 Noise Level Calculations .............................................................................................. 5

3.3.1 Points of Assessment (POAs) ............................................................................... 6

3.3.2 Outdoor Living Areas (OLAs) ................................................................................ 6

4.0 Results and Analysis ....................................................................................................... 6

4.1 Building Components ................................................................................................... 6

4.2 Noise Attenuation Barrier ............................................................................................. 7

4.3 Noise Warning Clauses and Ventilation Requirements ................................................ 7

5.0 Conclusions and Recommendations ............................................................................... 7

Figures

Figure 1.1 - Location Plan .......................................................................................................... 2 Tables

Table 2.1 - Required Noise Control Measures for Outdoor Living Areas .................................... 1 Table 2.2 - Required Noise Control Measures for Indoor Living Areas ....................................... 3 Table 3.1 - Projected Ultimate Road Traffic Volumes for Franklin Boulevard South Of Myers

Road ......................................................................................................................... 4 Table 3.2 - Projected Ultimate Road Traffic Volumes for Myers Road West Of Franklin

Boulevard ................................................................................................................. 5 Table 3.3 - Unattenuated Noise Levels (Setback Lines) ............................................................. 6 Appendices

Appendix A Statutory Declaration Appendix B Road Traffic Data Appendix C Noise Calculations Appendix D Noise Assessment Plan

MTE Consultants | 42518-200 | 405 Myers Road Preliminary Noise Assessment Report | December 13, 2019 1

1.0 Introduction

MTE Consultants Inc. was retained by Granite Homes to complete a Preliminary Environmental Noise Assessment for a new residential development to be constructed at 405 Myers Road in the City of Cambridge. The proposed development consists of 5 blocks of stacked townhomes. The property is generally bounded to the north by Myers Road, to the east by Franklin Boulevard, to the west by an existing Stormwater Management Facility, and to the south by an existing residential subdivision (The Meadows of Franklin Pond). For the exact location of the site, refer to Figure 1.1.

The purpose of this Preliminary Report is to support the Zoning By-Law Amendment Application. This report will determine the noise impact from Myers Road and Franklin Boulevard, and recommend noise control measures to meet the Ministry of Environment, Conservation and Park’s (MECP) guidelines while satisfying the planning requirements of the City of Cambridge.

2.0 Criteria

This report and analysis have been completed using the requirements of the Ministry of the Environment, Conservation and Parks (MECP) Publication NPC-300: Environmental Noise Guideline: Stationary and Transportation Sources – Approval and Planning (2013) and the Regional Municipality of Waterloo’s Implementation Guidelines for Noise Policies (July, 1999).

2.1 Noise Levels for Outdoor Recreation Areas

The recommended outdoor daytime noise levels, taken from Table C-1 in the Publication NPC-300 are:

Usage Between Hours Road Noise Levels

Outdoor Amenity Area 07:00 to 23:00 55dBA Leq

Table 2.1 summarizes the noise control measures required for various conditions.

Table 2.1 - Required Noise Control Measures for Outdoor Living Areas

Daytime (07:00-23:00) Exceeds Objective By Noise Control Measures

55dBA or less 0dBA No requirements or conditions

56-60dBA 1-5dBA Noise Warning Clause

61+ dBA 6+dBA Alternative Land Use

Alternative Draft Plan Designs Barriers

42518-200

FIGURE 1.1 NOV.25/19 N.T.S.

SITE

DUNDAS ST

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MYERS RD

BLOOMINGTON DR

CHAMPLAIN BLVD

ELGIN

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Engineers, Scientists, Surveyors

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Plotted By: Troubos

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2:56 p.m.

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December 6, 2019

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Project No.: 42518-200

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405 MYERS ROAD LOCATION PLAN

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Date: NOV.25/19 Scale: N.T.S.

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2.2 Indoor Noise Level Limits

Similar to outdoor noise levels limits, the recommended indoor noise levels taken from Table C-2 in the Publication NPC-300 are:

Usage Between Hours Road Noise Levels (Leq)

Indoor Living Area 07:00 to 23:00 45dBA

Indoor Living Area

(Sleeping Quarters) 23:00 to 07:00 40dBA

Outdoor sound levels (calculated at the plane of window) are used to determine if acoustical mitigation measures are required. Table 2.2 summarizes control measures, for indoor sound levels, based on a 10dBA reduction for a standard wall section applied to the outdoor sound levels under various conditions.

Table 2.2 - Required Noise Control Measures for Indoor Living Areas

Daytime (07:00-23:00)

Night-time (23:00-07:00)

Exceeds Objective By

Noise Control Measures

45dBA or less 40dBA or less 0 dBA No requirements or conditions

46-55dBA 41-50dBA 1-10 dBA Noise Warning Clause

Provisions for central A/C

56+dBA 51+dBA 10+ dBA

Noise Warning Clause Central A/C installed prior to occupancy

Building components designed to achieve indoor sound level criteria

2.3 Calculation Parameters

As previously noted, the allowable outdoor noise level for outdoor living areas is 55dBA with up to 60dBA being allowed with a noise warning clause. The allowable indoor daytime (07:00 - 23:00) and night-time (23:00 - 07:00) noise levels are 45dBA and 40dBA respectively, using the road traffic criteria. Indoor noise levels are assumed to be 10dBA less than outdoor noise levels, measured at the plane of window, for buildings with standard wall construction.

Daytime and night-time noise calculations for indoor noise levels at locations which represent the worst-case impact from road noise have been included. There will be daytime and night-time living spaces at every floor. Since unit plans are not yet available, it is assumed that daytime and night-time living areas (bedroom or living/dining room) are most conservatively represented at the building envelope face at the highest floor (3.5 storeys), 9.0m above ground level. Noise levels have also been calculated for outdoor amenity areas at a height of 1.5m above ground level.

Elevations used for this assessment have been based on the proposed finished grade contours for the proposed development provided by MTE, as well as the existing grades along Myers Road and Franklin Boulevard.


3.0 Analysis Procedures

3.1 Road Traffic Data

The noise sources considered for this analysis include:

Franklin Boulevard / Regional Road 36 (south of Myers Road)

Myers Road / Regional Road 46 (west of Franklin Boulevard) The forecasted traffic volumes for Franklin Boulevard and Myers Road for 2029 were provided by the Region of Waterloo on November 14, 2019. These traffic volumes were then projected to 2031 using the forecasted growth rate to represent the 10-year post construction horizon. The traffic volumes are included in Appendix B and are summarized below.

Traffic Data Franklin Boulevard South Leg Myers Road West Leg

Current AADT (2019) 5,300 8,400

Forecasted AADT (2029) 8,300 11,400

Projected AADT (2031) 9,079 12,118

Medium Truck Volume 1.5% 1.1%

Heavy Truck Volume 4.7% 3.0%

Posted Speed Limit 60 km/hr 50 km/hr

3.2 Calculation Methods

Road noise levels were calculated using the Stamson v5.03 computer program approved by the MECP. Daytime and night-time road noise levels were calculated based on 24-hour volume breakdown. The daytime volume (over 16 hours) is obtained by multiplying the AADT by the fraction of daily traffic expected during the daytime period (90%). The night-time volumes are obtained in a similar manner except using 10% for expected night-time traffic (over 8 hours). Noise calculations are attached in Appendix C.

Table 3.1 - Projected Ultimate Road Traffic Volumes for Franklin Boulevard South Of Myers Road

Franklin Boulevard South Leg

Projected 2031 AADT – 9,079 vpd Speed Limit = 60km/h

Cars Medium Trucks (1.5%) Heavy Trucks (4.7%)

DAYTIME VOLUME 7,665 123 384

NIGHTTIME VOLUME 852 14 43


Table 3.2 - Projected Ultimate Road Traffic Volumes for Myers Road West Of Franklin Boulevard

Myers Road West Leg

Projected 2031 AADT – 12,118 vpd Speed Limit = 50km/h

Cars Medium Trucks (1.1%) Heavy Trucks (3.0%)

DAYTIME VOLUME 10,459 120 327

NIGHTTIME VOLUME 1,162 13 36

3.3 Noise Level Calculations

This noise report has been completed to determine noise levels for the proposed development at 405 Myers Road and to recommend noise mitigation measures, if required. Since the unit plans are not yet finalized, it is assumed that daytime and nighttime living areas (bedroom or living/dining room) are most conservatively represented in each building at the building envelope face at the highest floor, 9.0m above ground level for stacked townhomes. Outdoor daytime noise levels have also been calculated for outdoor living areas at a height of 1.5m above finished grade. The elevations are based on proposed finished grades for the development. Stamson output files are attached in Appendix C.

Setback Lines (SBL)

Noise calculations were completed to determine the minimum source-receiver distance to achieve adequate noise attenuation:

• With central A/C, special building components, and a warning clause; • With provisions for central A/C and a noise warning clause; • With control measures for outdoor living areas and a noise warning clause; and, • With a noise warning clause.

The following Table 3.3 indicates the resulting unattenuated (free-field) noise levels at specific receiver locations within the development. As shown in Table 3.3, unattenuated acoustical impacts are such that MECP noise level limits are exceeded within the development. Mitigation measures in the form of building components (i.e. walls, windows, etc.), installation of or provisions for, central air conditioning, barriers, and warning clauses may be required to attenuate acoustical impacts to within acceptable levels. The resulting setbacks lines are shown graphically on Figure NA1.1 located in Appendix D.


Table 3.3 - Unattenuated Noise Levels (Setback Lines)

Noise Source

Setback Line

Daytime Noise Levels Nighttime Noise Levels

Setback Assessment Point

Outdoor POW Noise Level Limit

(dBA) 1

Distance from

Franklin Blvd / Myers Rd

Centreline to Achieve Limit (m)

Comments

Outdoor POW Noise Level Limit

(dBA) 1

Distance from

Franklin Blvd / Myers Rd

Centreline to Achieve Limit (m)

Comments

Franklin Boulevard South Leg and Myers

Road West Leg

1

1 65 18.8 / N.A.

Minimum dwelling setback with no building

components

60 <15.0 / N.A. Daytime Governs

2 65 18.8 / N.A. 60 <15.0 / N.A. Daytime Governs

3 65 25.0 / 27.0 60 25.0 / 17.0 Daytime Governs

4 65 42.0 /18.0 - - -

5 65 N.A. / <15.0 60 N.A. / <15.0 Daytime Governs

2 6 60 120.0 / 160.0 Minimum OLA setback

where no noise barrier is required

- - -

3 N.A. 55 263.6 / 181.7 Minimum OLA setback where no noise warning

clause is required - - -

4 N.A. 55 263.6 / 181.7

Minimum dwelling setback with no noise warning

clause or provisions for air conditioning

50 186.5 / 126.8 Daytime Governs

3.3.1 Points of Assessment (POAs) Points of assessment are typically placed in critical locations where the resulting noise levels are assumed to be high due to the close proximity to the noise source, or where the thresholds outlined in Table 2.2 are achieved. As this is a preliminary assessment and only a concept site plan is available, no POAs were used at this time. When a Final Environmental Noise Assessment is completed for the site, POAs will be used to determine noise levels of individual units at building faces where required.

3.3.2 Outdoor Living Areas (OLAs)

Similarly, outdoor living area points are also placed in critical locations where the resulting noise levels are assumed to be high due to the close proximity to the noise source, or where the thresholds outlined in Table 2.1 are achieved. As this is a preliminary assessment and only a concept site plan is available, no OLAs were used at this time. However, consideration should be made for locating site outdoor amenity areas (if any) in a location where an outdoor noise barrier might be avoided or minimized.

4.0 Results and Analysis

4.1 Building Components

Setback Line 1 is located primarily between the property and the centerlines of Myers Road and Franklin Boulevard. Although Setback Line 1 is located slightly within the property along Myers Road, the proposed townhome blocks are located beyond Setback Line 1. Therefore, all of the proposed townhome blocks will not have indoor noise levels exceeding 55dBA (corresponding


to plane of window limits of 65dBA) during the daytime. As such, no buildings require the installation of central A/C prior to occupancy, special building component analysis, or a Type D warning clause.

4.2 Noise Attenuation Barrier

Any outdoor amenity areas proposed between Setback Line 2 and the right-of-ways, which consists of the entire property, will have unattenuated noise levels greater than 60dBA, which warrant the need for noise attenuation barriers, and a Type B noise warning clause. The dimensions of any required barriers will be finalized in the Final Environmental Noise Assessment when building footprints are established; however, available shielding from proposed buildings on site might be considered when situating an outdoor amenity area and assessing the noise barrier requirements.

Since the land-use of properties adjacent the site are a sensitive receiver (residential) any noise barrier should be absorptive (i.e. Durisol, or approved equivalent). The design of these barriers (if required) will be confirmed during final design when more specific site layout and dwelling information becomes available.

If required, these barriers will be designed such that the attenuated noise levels are reduced to below 58dBA. The 1999 MECP Noise Document states that a 1-3dBA excess above the sound level criterion is generally imperceptible or insignificant. It is therefore recommended, where a noise barrier is required, to reduce the sound level to within 3dBA of the criterion (i.e. a 58dBA limit where 55dBA is the MECP criterion).

4.3 Noise Warning Clauses and Ventilation Requirements

Freefield noise calculations indicates that all dwellings will exceed the allowable indoor daytime noise level of 45dBA (corresponding to plan of window limits of 55dBA). As such, provisions for air conditioning (where central A/C and special building components are not warranted) and a Type C noise warning clause will be required.

5.0 Conclusions and Recommendations

Based on the foregoing analysis, the following conclusions and recommendations can be made for this development:

1. None of the proposed dwellings (as shown in the concept site plan) will require special building components (windows, walls, doors) designed to achieve indoor sound level criteria (40dBA for nighttime living spaces / 45dBA for daytime living spaces).

2. Provisions for the future installation of central air conditioning by the owner are required for all dwellings built between Setback Line 1 and Setback Line 4 which encompasses essentially the entire property. Furthermore, a Type C noise warning clause shall be registered on title.

3. Control measures in the form of a noise wall and/or berm may be required for any outdoor amenity area between Setback Line 2 and the right-of-ways, which consists of the entire property. Consideration should be given to the location and orientation of any outdoor amenity areas to minimize noise wall requirements. Furthermore, a Type B noise warning clause shall be registered on title. It is anticipated that the barrier will be privately owned but should be constructed of absorptive material (Durisol or approved equivalent) due to adjacent sensitive land uses. Required barriers, if any, are to be


designed during the final design stage once more specific site layout and dwelling information becomes available.

4. The requirement for noise warning clauses registered on title shall be included in the site plan agreement upon completion of a Final Noise Assessment. These noise warning clauses could be worded as follows:

Any dwellings and OLAs on site: TYPE B+C: “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 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, Conservation, and Parks. 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, Conservation, and Parks.”

The findings within this report and the above conclusions lead to the following recommendations:

1. A Final Environmental Noise Assessment be completed as part of Condominium Registration once finished grades, dwelling locations and architectural plans are available.

All of which is respectfully submitted,

MTE Consultants Inc.

Christine Metrie, P.Eng. Jennifer Joye, P.Eng. Design Engineer Design Engineer 519-743-6500 ext. 1393 519-743-6500 ext. 1259 [email protected] [email protected]

CXM:scm

M:\42518\200\Reports\Noise\42518-200_rpt_2019_12_13_Preliminary Environmental Noise Assessment.docx

mailto:[email protected]

mailto:[email protected]

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Appendix A

Statutory Declaration

Appendix B

Road Traffic Data

405 Myers Road, Cambridge2029 AADT Forecast

November 14th, 2019

1. Development/Location

2. Current AADT (2019)

3. Forecast AADT (2029)

5. Posted Speed Limit

6. Day/Night Splits

7. Validity Period

8. Notes

Region of Waterloo AADT Forecast for Noise Studies

405 Myers Road, Cambridge

Franklin Blvd Franklin Blvd Myers Rd Myers RdSouth Leg North Leg West Leg East Leg

5,300 11,400 8,400 4,800

Franklin Blvd Franklin Blvd Myers Rd Myers RdSouth Leg North Leg West Leg East Leg

8,300 12,900 11,400 6,400

Franklin Blvd Franklin Blvd Myers Rd Myers Rd

Franklin Blvd Franklin Blvd Myers Rd Myers Rd

4. Commercial Vehicle Rates

South Leg North Leg West Leg East Leg% Medium Trucks 1.5% 1.5% 1.1% 0.8%

% Heavy Trucks 4.7% 4.7% 3.0% 2.1%

Regional Standard 90/10 Day/Night Split

December 31st, 2021

This forecast is intended for the purpose of carrying out a noise study only. The above AADTs represent the South Leg, North Leg, West Leg, East Leg traffic volumes at the four legged Roundabout of Myers Road@Franklin Blvd considering Franklin Blvd is running North - South direction. This forecast remains valid up to the date indicated above. The Region of Waterloo should be contacted for an updated forecast if there are plans to use this forecast beyond the above validity period.

South Leg North Leg West Leg East Leg60 km/h 60 km/h 50 km/h 50 km/h

DOCS # 2698476

405 MYERS ROADPRELIMINARY ENVIRONMENTAL NOISE ASSESSMENTCambridge, Ontario

Project Number: 42518-200

Date:

Design By: CXM

File: Q:\42518\200\Noise\42518-200 Preliminary Noise Assessment.xlsx

Franklin Boulevard South Myers Road West

AADT AADT

2019 5300 2019 8400

2029 8300 2029 11400

Historical Growth Rate Historical Growth Rate

2029 Traffic = 2019 Traffic (1+i)y

2029 Traffic = 2019 Traffic (1+i)y

i = y√(2029/2019) - 1 i =

y√(2029/2019) - 1

i = 0.0459 i = 0.0310

4.59% 3.10%

Projected Traffic, 2031 Projected Traffic, 2031

= 8300 *(1.0459)13

= 11400 *(1.0310)13

9,079 AADT 12,118 AADT

December 6, 2019

1. Determination of AADT volume

Appendix C

Noise Calculations

1. FEFFIN65STAMSON 5.0 NORMAL REPORT Date: 03-12-2019 14:52:19MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: fneffpl1.te Time Period: Day/Night 16/8 hoursDescription: Franklin East Freefield indoor 65db abs

Road data, segment # 1: Franklin S (day/night)----------------------------------------------Car traffic volume : 7665/852 veh/TimePeriodMedium truck volume : 123/14 veh/TimePeriodHeavy truck volume : 384/43 veh/TimePeriodPosted speed limit : 60 km/hRoad gradient : 4 %Road pavement : 1 (Typical asphalt or concrete)

Data for Segment # 1: Franklin S (day/night)--------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 1 (Absorptive ground surface)Receiver source distance : 18.76 / 18.76 mReceiver height : 9.00 / 9.00 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

�Results segment # 1: Franklin S (day)-------------------------------------

Source height = 1.47 m

ROAD (0.00 + 65.00 + 0.00) = 65.00 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 67.45 0.00 -1.39 -1.05 0.00 0.00 0.00 65.00----------------------------------------------------------------------------

Segment Leq : 65.00 dBA

Total Leq All Segments: 65.00 dBA

�Results segment # 1: Franklin S (night)---------------------------------------


Page 1

1. FEFFIN65ROAD (0.00 + 58.50 + 0.00) = 58.50 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 60.94 0.00 -1.39 -1.05 0.00 0.00 0.00 58.50----------------------------------------------------------------------------



�

TOTAL Leq FROM ALL SOURCES (DAY): 65.00 (NIGHT): 58.50��

Page 2

2. F65INSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 16:27:27MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: fnff.te Time Period: Day/Night 16/8 hoursDescription: Franklin freefield indoor 65db abs










Page 1

2. F65INROAD (0.00 + 58.50 + 0.00) = 58.50 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 60.94 0.00 -1.39 -1.05 0.00 0.00 0.00 58.50----------------------------------------------------------------------------



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Page 2

3. MF65DBINSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 15:23:45MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: MF65in.te Time Period: Day/Night 16/8 hoursDescription: Myers and Franklin freefield indoor 65db abs



�Road data, segment # 2: Myers W (day/night)-------------------------------------------Car traffic volume : 10459/1162 veh/TimePeriodMedium truck volume : 120/13 veh/TimePeriodHeavy truck volume : 327/36 veh/TimePeriodPosted speed limit : 50 km/hRoad gradient : 4 %Road pavement : 1 (Typical asphalt or concrete)

Data for Segment # 2: Myers W (day/night)-----------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 1 (Absorptive ground surface)Receiver source distance : 27.00 / 27.00 mReceiver height : 9.00 / 9.00 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

�

Page 1

3. MF65DBINResults segment # 1: Franklin S (day)-------------------------------------




�Results segment # 2: Myers W (day)----------------------------------









�Results segment # 2: Myers W (night)------------------------------------


Page 2

3. MF65DBINROAD (0.00 + 54.53 + 0.00) = 54.53 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 59.27 0.00 -3.68 -1.06 0.00 0.00 0.00 54.53----------------------------------------------------------------------------



�


Page 3

4. MF65DAYISTAMSON 5.0 NORMAL REPORT Date: 06-12-2019 09:12:34MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: mf65in.te Time Period: Day/Night 16/8 hoursDescription: Franklin and Myers 65 dBA Day Indoor





�

Page 1

4. MF65DAYIResults segment # 1: Franklin S (day)-------------------------------------















Page 2

4. MF65DAYIROAD (0.00 + 57.07 + 0.00) = 57.07 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 59.27 0.00 -1.14 -1.06 0.00 0.00 0.00 57.07----------------------------------------------------------------------------



�


Page 3

5. M65INSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 16:34:02MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: mffin.te Time Period: Day/Night 16/8 hoursDescription: Myers freefield indoor 65db abs

Road data, segment # 1: Myers W (day/night)-------------------------------------------Car traffic volume : 10459/1162 veh/TimePeriodMedium truck volume : 120/13 veh/TimePeriodHeavy truck volume : 327/36 veh/TimePeriodPosted speed limit : 50 km/hRoad gradient : 4 %Road pavement : 1 (Typical asphalt or concrete)




ROAD (0.00 + 64.77 + 0.00) = 64.77 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 65.84 0.00 0.00 -1.06 0.00 0.00 0.00 64.77----------------------------------------------------------------------------





Page 1

5. M65INROAD (0.00 + 58.21 + 0.00) = 58.21 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 59.27 0.00 0.00 -1.06 0.00 0.00 0.00 58.21----------------------------------------------------------------------------



�


Page 2

6. MF60OUT2STAMSON 5.0 NORMAL REPORT Date: 03-12-2019 16:20:49MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: MF65in.te Time Period: Day/Night 16/8 hoursDescription: Myers and Franklin freefield outdoor 60db ref 2


Data for Segment # 1: Franklin S (day/night)--------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 2 (Reflective ground surface)Receiver source distance : 120.00 / 120.00 mReceiver height : 1.50 / 1.50 mTopography : 3 (Elevated; no barrier)Elevation : 3.00 mReference angle : 0.00


Data for Segment # 2: Myers W (day/night)-----------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 2 (Reflective ground surface)Receiver source distance : 160.00 / 160.00 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

Page 1

6. MF60OUT2�Results segment # 1: Franklin S (day)-------------------------------------


ROAD (0.00 + 58.42 + 0.00) = 58.42 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 67.45 0.00 -9.03 0.00 0.00 0.00 0.00 58.42----------------------------------------------------------------------------













Page 2

6. MF60OUT2




�


Page 3

P7. 55OutDayFSTAMSON 5.0 NORMAL REPORT Date: 02-12-2019 15:49:09MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: fnff.te Time Period: Day/Night 16/8 hoursDescription: Franklin S Freefield Outdoor 55db reflective


Data for Segment # 1: Franklin S (day/night)--------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 2 (Reflective ground surface)Receiver source distance : 263.60 / 263.60 mReceiver height : 1.50 / 1.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00








Page 1

P7. 55OutDayFROAD (0.00 + 48.50 + 0.00) = 48.50 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 60.94 0.00 -12.45 0.00 0.00 0.00 0.00 48.50----------------------------------------------------------------------------



�


Page 2

P8. 55OutDayMSTAMSON 5.0 NORMAL REPORT Date: 02-12-2019 15:35:23MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: Mffin.te Time Period: Day/Night 16/8 hoursDescription: Myers W Freefield Outdoor 55db reflective










Page 1

P8. 55OutDayMROAD (0.00 + 48.44 + 0.00) = 48.44 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 59.27 0.00 -10.83 0.00 0.00 0.00 0.00 48.44----------------------------------------------------------------------------



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P9. 55InDayFSTAMSON 5.0 NORMAL REPORT Date: 02-12-2019 15:17:05MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: fneff55.te Time Period: Day/Night 16/8 hoursDescription: Franklin S Freefield indoor 55db reflective


Data for Segment # 1: Franklin S (day/night)--------------------------------------------Angle1 Angle2 : -90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0Surface : 2 (Reflective ground surface)Receiver source distance : 263.60 / 263.60 mReceiver height : 9.00 / 9.00 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00








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P9. 55InDayFROAD (0.00 + 48.50 + 0.00) = 48.50 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 60.94 0.00 -12.45 0.00 0.00 0.00 0.00 48.50----------------------------------------------------------------------------



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P10. 55InDayMSTAMSON 5.0 NORMAL REPORT Date: 02-12-2019 15:27:42MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: fnff.te Time Period: Day/Night 16/8 hoursDescription: Myers W Freefield indoor 55db reflective










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P10. 55InDayMROAD (0.00 + 48.44 + 0.00) = 48.44 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 59.27 0.00 -10.83 0.00 0.00 0.00 0.00 48.44----------------------------------------------------------------------------



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P11. 60InNightFSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 17:08:23MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: feffinni.te Time Period: Day/Night 16/8 hoursDescription: Franklin & Franklin East freefield indoor 60db nig










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P11. 60InNightFROAD (0.00 + 59.89 + 0.00) = 59.89 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 60.94 0.00 0.00 -1.05 0.00 0.00 0.00 59.89----------------------------------------------------------------------------



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P12. 60InNightMSTAMSON 5.0 NORMAL REPORT Date: 04-12-2019 09:32:11MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: m50inni.te Time Period: Day/Night 16/8 hoursDescription: Myers freefield indoor 60db night










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P12. 60InNightMROAD (0.00 + 58.21 + 0.00) = 58.21 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 59.27 0.00 0.00 -1.06 0.00 0.00 0.00 58.21----------------------------------------------------------------------------



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P13. 60InNightMFSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 17:13:24MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: mf65inni.te Time Period: Day/Night 16/8 hoursDescription: Myers & Franklin freefield indoor 60db nig





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P13. 60InNightMFResults segment # 1: Franklin S (day)-------------------------------------















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P13. 60InNightMFROAD (0.00 + 57.43 + 0.00) = 57.43 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.44 59.27 0.00 -0.78 -1.06 0.00 0.00 0.00 57.43----------------------------------------------------------------------------



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P14. 50InNightFSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 17:27:37MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: feffinni.te Time Period: Day/Night 16/8 hoursDescription: Franklin & Franklin East freefield indoor 50db nig










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P14. 50InNightF




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P15. 50InNightMSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 17:02:45MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: m50inni.te Time Period: Day/Night 16/8 hoursDescription: Myers freefield indoor 50db night










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P15. 50InNightMROAD (0.00 + 50.00 + 0.00) = 50.00 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq---------------------------------------------------------------------------- -90 90 0.00 59.27 0.00 -9.27 0.00 0.00 0.00 0.00 50.00----------------------------------------------------------------------------



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P16. 50InNightMFSTAMSON 5.0 NORMAL REPORT Date: 03-12-2019 17:35:20MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: mf50inni.te Time Period: Day/Night 16/8 hoursDescription: Myers and Franklin freefield indoor 50db nig





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P16. 50InNightMF�Results segment # 1: Franklin S (day)-------------------------------------















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P16. 50InNightMF




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Appendix D

Noise Assessment Plan

MYE

RS R

OAD

FRANKLIN BOULEVARD

BLO

OM

ING

TON

DR

IVE

YEAMAN DRIVE

MYE

RS

WES

T LE

GC

ENTR

ELIN

EFRANKLIN SOUTH

LEG CENTRELINE

12

3

4

5

6

NA1.1 DEC.06/19 1:500

42518-200

Engineers, Scientists, Surveyors

AutoCAD SHX Text

TestPit Elev.=294.643

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ex. DCB T/G=301.26

AutoCAD SHX Text

Ex. CBMH T/G=293.77

AutoCAD SHX Text

Ex. DI T/G=292.08

AutoCAD SHX Text

Ex. DIMH T/G=292.99

AutoCAD SHX Text

Ex. MH T/G=292.90

AutoCAD SHX Text

Ex. Bell MH T/G=292.58

AutoCAD SHX Text

Ex. MH T/G=293.57

AutoCAD SHX Text

Ex. MH T/G=293.02

AutoCAD SHX Text

Ex. MH T/G=301.43

AutoCAD SHX Text

Ex. SICB T/G=296.41

AutoCAD SHX Text

Ex. SICB T/G=297.87

AutoCAD SHX Text

Ex. SICB T/G=299.86

AutoCAD SHX Text

Ex. MH T/G=297.61

AutoCAD SHX Text

Ex. HP

AutoCAD SHX Text

Ex. Stump

AutoCAD SHX Text

Ex. Stump

AutoCAD SHX Text

Ex. Stump (Typ.)

AutoCAD SHX Text

Ex. CLF

AutoCAD SHX Text

Ex. Gate

AutoCAD SHX Text

Ex. Gate

AutoCAD SHX Text

Ex. PWF

AutoCAD SHX Text

Ex. PWF

AutoCAD SHX Text

Ex. PWF

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. 400mm HP

AutoCAD SHX Text

Ex. 400mm HPLS w/Tran.

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. RS

AutoCAD SHX Text

Fd. SIB

AutoCAD SHX Text

Ex. Sign

AutoCAD SHX Text

Ex. WV

AutoCAD SHX Text

Ex. WV

AutoCAD SHX Text

Ex. CL Road

AutoCAD SHX Text

Ex. CL Road

AutoCAD SHX Text

Ex. CLF

AutoCAD SHX Text

Ex. CLF

AutoCAD SHX Text

Ex. Conc.

AutoCAD SHX Text

Ex. Concrete

AutoCAD SHX Text

Ex. Edge Concrete

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. 450mm Culvert

AutoCAD SHX Text

Ex. Gate

AutoCAD SHX Text

Ex. CSW

AutoCAD SHX Text

Ex. CSW

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. HP

AutoCAD SHX Text

Ex. HP

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. Pillar (Typ.)

AutoCAD SHX Text

Fd. SIB

AutoCAD SHX Text

Fd. SIB

AutoCAD SHX Text

Ex. WV

AutoCAD SHX Text

Ex. CL Road

AutoCAD SHX Text

Ex. Conc.

AutoCAD SHX Text

Ex. Conc.

AutoCAD SHX Text

Ex. Concrete

AutoCAD SHX Text

Ex. C&G

AutoCAD SHX Text

Ex. Gravel

AutoCAD SHX Text

Ex. Flower Bed

AutoCAD SHX Text

Ex. Ret. Wall

AutoCAD SHX Text

Ex. Ret. Wall

AutoCAD SHX Text

Ex. Armour Stone Ret. Wall

AutoCAD SHX Text

Ex. Ret. Wall

AutoCAD SHX Text

Ex. Stairs

AutoCAD SHX Text

Ex. Wood Fence

AutoCAD SHX Text

Ex. Tactile Plate

AutoCAD SHX Text

Ex. LS

AutoCAD SHX Text

Ex. 1.5m Wide Hedge

AutoCAD SHX Text

Ex. 50mm PVC Blowoff

AutoCAD SHX Text


AutoCAD SHX Text

Ex. SICB T/G=294.87

AutoCAD SHX Text

Ex. Building

AutoCAD SHX Text

Ex. Building

AutoCAD SHX Text

Ex. Building

AutoCAD SHX Text

Ex. MH T/G=301.42

AutoCAD SHX Text

Ex. DCB T/G=301.23

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

N

AutoCAD SHX Text

Ex. Drive drop

AutoCAD SHX Text

Ex. MH T/G=294.52

AutoCAD SHX Text

Ex. Door Sill=299.151

AutoCAD SHX Text

Ex. Door Sill=299.202

AutoCAD SHX Text

Ex. Tactile Plate

AutoCAD SHX Text

Ex. HP

AutoCAD SHX Text

Ex. RS

AutoCAD SHX Text

Ex. RS

AutoCAD SHX Text

Ex. RS

AutoCAD SHX Text

SITE BENCHMARK ELEV.=292.948

AutoCAD SHX Text

%%ULEGEND OF EXISTING FEATURES

AutoCAD SHX Text

Ex. Drop Curb

AutoCAD SHX Text

326.00

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING MAN DOOR

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING RETAINING WALL

AutoCAD SHX Text

EXISTING WATERMAIN

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING STORM SEWER

AutoCAD SHX Text

SITE BOUNDARY

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

Ex. HYD. SET

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Ex. MH

AutoCAD SHX Text

Ex. MH

AutoCAD SHX Text

N76° 29' 16"E

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45.818m

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N51° 26' 29"W

AutoCAD SHX Text

28.570m

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N25° 19' 09"W

AutoCAD SHX Text

98.785m

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N16° 28' 44"W

AutoCAD SHX Text

132.980m

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N66° 27' 01"E

AutoCAD SHX Text

77.905m

AutoCAD SHX Text

Ex. Gravel

AutoCAD SHX Text

Ex. SWM Facility

AutoCAD SHX Text

PROPOSED BUILDING B

AutoCAD SHX Text

PROPOSED BUILDING C

AutoCAD SHX Text

PROPOSED BUILDING A

AutoCAD SHX Text

CSW

AutoCAD SHX Text

CSW

AutoCAD SHX Text

PROPOSED BUILDING E

AutoCAD SHX Text

PROPOSED BUILDING D

AutoCAD SHX Text

(FB-18.8m) (MR-N/A)

AutoCAD SHX Text

(FB-18.8m) (MR-N/A)

AutoCAD SHX Text

(FB-25.0m) (MR-27.0m)

AutoCAD SHX Text

(FB-42.0m) (MR-18.0m)

AutoCAD SHX Text

(FB-N/A) (MR-<15.0m)

AutoCAD SHX Text

SBL 1 - 65 dBA DAY (INDOOR)

AutoCAD SHX Text

SBL 2 - 60 dBA DAY (OUTDOOR)

AutoCAD SHX Text

(FB-120.0m) (MR-160.0m)

AutoCAD SHX Text

NOTE: SETBACK LINE 3 : SETBACK LINE 3 AND 4 ARE BEYOND SITE AND FIGURE LIMITS

AutoCAD SHX Text

P:\P\42518\200\42518-200-NA1.dwg

AutoCAD SHX Text

Plotted By: Troubos

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2:54 p.m.

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December 6, 2019

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405 MYERS ROAD NOISE ASSESSMENT PLAN

AutoCAD SHX Text

Date: DEC.06/19 Scale: 1:500

AutoCAD SHX Text

Project No.: 42518-200

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

SITE BOUNDARY

AutoCAD SHX Text

ROAD CENTRELINE

AutoCAD SHX Text

NOISE LEVEL LIMIT THRESHOLD SETBACK LINE

AutoCAD SHX Text

SETBACK ASSESSMENT POINT

AutoCAD SHX Text

(FB-120.0m) (MR-160.0m)

AutoCAD SHX Text

DISTANCE FROM TO POINT

Documents

405 Myers Road - cambridge.ca · the noise attenuation measures proposed in this study entitled Preliminary Environmental Noise Assessment, 405 Myers Road, Cambridge, Ontario. The