Environmental Noise Assessment 1020, 1024, 1028, 1032 & 1042 … planning/da-151602... ·...

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Air Quality | Sound & Vibration | Sustainable Water | Wind & Climate Novus Environmental Inc. | 150 Research Lane, Suite 105, Guelph, Ontario, Canada N1G 4T2 Novus West Inc. | 906 – 12 Avenue SW, Suite 600, Calgary, Alberta, Canada T2R 1K7 16/09/30 Environmental Noise Assessment 1020, 1024, 1028, 1032 & 1042 Sixth Line Oakville, ON Novus Reference No. 16-0173 Version No. 1.0 (Final) September 30, 2016 NOVUS PROJECT TEAM: Specialist: Marcus Li, P.Eng.

Transcript of Environmental Noise Assessment 1020, 1024, 1028, 1032 & 1042 … planning/da-151602... ·...

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Air Quality | Sound & Vibration | Sustainable Water | Wind & Climate Novus Environmental Inc. | 150 Research Lane, Suite 105, Guelph, Ontario, Canada N1G 4T2

Novus West Inc. | 906 – 12 Avenue SW, Suite 600, Calgary, Alberta, Canada T2R 1K7

16/09/30

Environmental Noise Assessment 1020, 1024, 1028, 1032 & 1042 Sixth Line Oakville, ON Novus Reference No. 16-0173 Version No. 1.0 (Final) September 30, 2016

NOVUS PROJECT TEAM:

Specialist: Marcus Li, P.Eng.

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Table of Contents

1.0  INTRODUCTION ............................................................................................................. 1 

1.1  Nature of the Subject Lands ................................................................................. 1 

1.2  Nature of the Surroundings .................................................................................. 1 

2.0  Surrounding Transportation Noise Impacts ..................................................................... 2 

2.1  Transportation Noise Sources .............................................................................. 2 

2.2  Surface Transportation Noise Criteria .................................................................. 2 

2.2.1  Ministry of the Environment Publication NPC-300 ................................. 2 

2.2.2 Halton Region .......................................................................................................... 5 

2.3  Traffic Data and Future Projections ..................................................................... 5 

2.3.1  Roadway Traffic Data ............................................................................... 5 

2.4  Projected Sound Levels ........................................................................................ 5 

2.4.1  Façade Sound Levels ................................................................................ 6 

2.4.2  Outdoor Living Areas ............................................................................... 7 

2.5  Façade Recommendations .................................................................................... 7 

2.6  Ventilation and Warning Clause Requirements ................................................... 8 

3.0  Surrounding Stationary Noise Impacts ............................................................................ 8 

4.0  CONCLUSIONS AND RECOMMENDATIONS .............................................................. 8 

4.1  Transportation Noise ............................................................................................ 8 

4.2  Industrial “Stationary” Noise ............................................................................... 9 

5.0  REFERENCES ................................................................................................................ 10 

List of Tables

Table 1:  NPC-300 Sound Level Criteria for Road and Rail Noise ...................................................... 3 

Table 2:  NPC-300 Ventilation and Warning Clause Requirements ..................................................... 4 

Table 3:  NPC-300 Building Component Requirements ....................................................................... 4 

Table 4:  Summary of Road Traffic Data Used in the Transportation Noise Analysis ......................... 5 

Table 5:  Summary of Maximum Predicted Façade Sound Levels by Block ........................................ 6 

Table 6:  Summary of STC Requirements by Townhouse Block ......................................................... 7 

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List of Figures

Figure 1: Context Plan

Figure 2: Modelled Roadway Noise Impacts – Daytime

Figure 3: Modelled Roadway Noise Impacts – Night-time

List of Appendices

Appendix A: Development Drawings

Appendix B: Traffic Data

Appendix C: Façade Calculations

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1.0 INTRODUCTION

Novus Environmental Inc. (Novus) was retained by Dunpar Homes to conduct an Environmental Noise Assessment for the proposed 1020, 1024, 1028, 1032 & 1042 Sixth Line Road Development, located in Oakville, Ontario.

This noise study is to be used to support the Official Plan and Zoning By-law Amendment application for the proposed development.

1.1 Nature of the Subject Lands

The proposed development is to be located at the intersection of Sixth Line and North Service Road, adjacent to the QEW/Hwy 403 (refer Figure 1). Included with the proposed development is an eleven (11) block townhome complex. Two (2) existing residential homes will remain unchanged within the development. The townhouse units will be three (3) stories in height, each with a private terrace.

A copy of the site plan, floor plans and elevations are included in Appendix A.

1.2 Nature of the Surroundings

The existing buildings surrounding the development are primarily two-storey single family homes to the north, east and west.

To the south is the Sixteen Mile Creek, which is at a sunken elevation of approximately 15 m lower than the development. Commercial/retail land uses are located beyond the Sixteen Mile Creek.

Adjacent to the development to the south-east is the QEW/Hwy 403. Five (5) m high noise barriers separate the development from the QEW/Hwy 403. Beyond the QEW/Hwy 403 are commercial/retail lands.

The ground topography is essentially flat, with the exception of the drop in elevation for the sixteen mile creek (approx. 15 m).

A Context Plan is shown in Figure 1.

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2.0 Surrounding Transportation Noise Impacts

2.1 Transportation Noise Sources

Transportation noise sources with the potential to produce noise at the proposed development is the QEW/Hwy 403, located adjacent to the development.

Based on traffic counts for Sixth line, a 2000 AADT was determined for total vehicles. Therefore, the Sixth line roadway noise impacts are not anticipated to impact the development, and has not been considered any further.

Sound exposure levels at the development due to the QEW/Hwy 403 have been predicted, and this information has been used to identify façade, ventilation, and warning clause requirements.

2.2 Surface Transportation Noise Criteria

2.2.1 Ministry of the Environment Publication NPC-300

Noise Sensitive Developments

Ministry of the Environment and Climate Change (MOECC) Publication NPC-300 provides sound level criteria for noise sensitive developments. The applicable portions of NPC-300 are Part C – Land Use Planning and the associated definitions outlined in Part A – Background.

Table 1 to

Table 3 below summarize applicable surface transportation (road and rail) criteria limits.

Location Specific Criteria

Table 1 summarizes criteria in terms of energy equivalent sound exposure (Leq) levels for specific noise-sensitive locations. Both outdoor and indoor locations are identified, with the focus of outdoor areas being amenity spaces. Indoor criteria vary with sensitivity of the space. As a result, sleep areas have more stringent criteria than Living / Dining room space.

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Table 1: NPC-300 Sound Level Criteria for Road and Rail Noise

Type of Space  Time Period 

Energy Equivalent Sound Exposure Level Leq [5] (dBA) 

Assessment Location 

Road  Rail [1] 

Outdoor Amenity Area  Daytime (0700‐2300h)  55  55  Outdoors [2] 

Living / Dining Room [3] Daytime (0700‐2300h)  45  40  Indoors [4] Nighttime (2300‐0700h)  45  40  Indoors [4] 

Sleeping Quarters Daytime (0700‐2300h)  45  40  Indoors [4] Nighttime (2300‐0700h)  40  35  Indoors [4] 

Notes: [1] Whistle noise is excluded for OLA noise assessments, and included for Living / Dining Room and Sleeping Quarter assessments, where applicable. [2] Road and Rail noise impacts are to be combined for assessment of OLA impacts. [3] Residence area Dens, Hospitals, Nursing Homes, Schools, Daycares are also included. During the nighttime period, Schools and Daycares are excluded. [4] An assessment of indoor noise levels is required only if the criteria in Table 3 are exceeded. [5] Leq – the energy equivalent sound exposure level, integrated over the time period shown.

Ventilation and Warning Clauses

Table 2 summarizes requirements for ventilation where windows potentially would have to remain closed as a means of noise control. These requirements apply where the sound exposure levels found in Table 2 exceed the guideline limits in Table 1 for indoor spaces. Despite the implementation of ventilation measures where required, some occupants may choose not to use the ventilation means provided, and as such, warning clauses advising future occupants of the potential excess over the Table 1 guideline limits are required.

Warning Clauses also apply to the OLA where an excess of up to 5 dBA over the 55 dBA OLA limit is often acceptable to many, particularly in the context of an urban environment. Warning Clauses are discussed further in Section 2.6.

Building Shell Requirements

Table 3 provides Leq thresholds which, if exceeded, require the building shell and components (i.e., wall, windows) to be designed and selected accordingly to ensure that the Table 1 indoor location criteria are met.

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Table 2: NPC-300 Ventilation and Warning Clause Requirements

Assessment Location 

Time Period 

Energy Equivalent Sound Exposure Level ‐ Leq (dBA) 

Ventilation and  

Warning Clause Requirements [2] Road   Rail [1] 

Outdoor Amenity Area 

Daytime (0700‐2300h) 

56 to 60 incl.  Type A Warning Clause 

Plane of 

Window 

Daytime (0700‐2300h) 

≤ 55  None 

56 to 65 incl. Forced Air Heating with provision 

to add air conditioning +  Type C Warning Clause 

> 65 Central Air Conditioning +  Type D Warning Clause 

Nighttime (2300‐0700h) 

51 to 60 incl. Forced Air Heating with provision 

to add air conditioning +  Type C Warning Clause 

> 60 Central Air Conditioning +  Type D Warning Clause 

Notes: [1] Whistle noise is excluded. [2] Road and Rail noise is combined for determining Ventilation and Warning Clause requirements.

Table 3: NPC-300 Building Component Requirements

Assessment Location 

Time Period 

Energy Equivalent Sound Exposure Level ‐ Leq (dBA)  Component Requirements 

Road   Rail [1] 

Plane of 

Window 

Daytime (0700‐2300h) 

> 65  > 60 Designed/ Selected to Meet Indoor Requirements [2] Nighttime 

(2300‐0700h) > 60  > 55 

Notes: [1] Including whistle noise. [2] Building component requirements are assessed separately for Road and Railway noise. The resultant sound isolation parameter is required to be combined to determine and overall acoustic parameter.

Summary of Guidelines

In summary, roadway noise impacts are to be predicted at the plane-of-window for the proposed development. Providing the plane-of-window sound levels exceed the daytime and nighttime sound levels indicated in

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Table 3, the determination of the building façade components is required for meeting the indoor sound level criteria outlined in Table 1. In addition, the ventilation requirements and warning clauses are determined, as outlined in Table 2, based on the plane-of-window noise levels.

2.2.2 Halton Region

The Halton Region guidelines include the Noise Abatement Guidelines – Regional Official Plan Guidelines and the Land Use Compatibility Guidelines – Regional Official Plan Guidelines, both dated June 18, 2014. In general, the Halton Region guidelines are consistent with the MOECC NPC-300 guidelines. Therefore, the guidelines have not been re-iterated.

2.3 Traffic Data and Future Projections

2.3.1 Roadway Traffic Data

Road traffic data was purchased from the Transportation Services Department of the City of Burlington. The projected 10-year future traffic volumes were determined based on a growth rate of 1% per year, assuming the QEW is reaching capacity. Table 4 summarizes the road traffic volumes used in the analysis. A copy of the traffic data used can be found in Appendix B.

Table 4: Summary of Road Traffic Data Used in the Transportation Noise Analysis

Roadway Link 

10‐yr Future 

Volume [1] 

(AADT) 

Day / Night  

Volume Split [2] Commercial Traffic 

Breakdown [3] Vehicle 

Speed 

(km/h) Daytime  Nighttime % Medium Trucks 

% Heavy Trucks 

QEW / Hwy 403  228,975  85 %  15 %  2.6 %  7.7 %  100 Notes: [1] based on MTO traffic counts (SADT).

[2] per default MOECC day/night split for regional roads [3] calculated from MTO Commercial Vehicle Flows and default MTO medium/heavy truck split.

2.4 Projected Sound Levels

Future road traffic sound levels at the proposed development were predicted using Cadna/A, a commercially available noise propagation modelling software. Roadways were modelled as line sources of sound, propagated using the ISO-9613-2 algorithms, and sound emission rates calculated using the MOECC ORNAMENT algorithms. These predictions were validated and are equivalent to those made using the MOECC’s ORNAMENT or STAMSON v5.04 road traffic noise models.

Given the minimal absorptive grounds (grass, vegetation, etc.) between the development and the QEW/Hwy 403, reflective ground has been applied. The existing 5 m high traffic noise

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barriers were included in the modelling, but were found to have negligible effects. This is due to the overall height of the townhouse units (approx. 12 m total height).

2.4.1 Façade Sound Levels

Sound levels were predicted along the facades of the townhouse blocks using the “building evaluation” feature of Cadna/A. This feature allows for noise levels to be predicted across the entire façade of a structure. Facades considered to be non-noise sensitive (e.g. blank walls, bathrooms, etc.) were excluded from the analysis.

The predicted noise impacts are shown in Figure 2 and Figure 3 for the daytime and night-time periods, respectively. The maximum sound level predicted for each townhouse block are summarized in the following table.

Table 5: Summary of Maximum Predicted Façade Sound Levels by Block

Townhouse Block  Model Type  Period 

Maximum Predicted  

Sound Levels [1] 

(dBA) 

Block A   B Daytime  73 Nighttime  69 

Block B  C Daytime  70 Nighttime  65 

Block C  A Daytime  75 Nighttime  70 

Block D  A Daytime  68 Nighttime  64 

Block E  A Daytime  67 Nighttime  62 

Block F  A Daytime  75 Nighttime  70 

Block G  A Daytime  75 Nighttime  70 

Block H  A Daytime  76 Nighttime  72 

Notes: [1] the worst-case impact from all facades of the townhouse block are presented.

The façade sound levels are predicted to exceed 65 dBA and 60 dBA during the daytime and nighttime periods, respectively, on various facades of all townhouse blocks. Therefore, an assessment of building components is required.

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2.4.2 Outdoor Living Areas

Private, elevated terraces are included with each townhouse unit. These terraces have been excluded from the assessment, since the MOECC minimum depth requirement of 4 m is not met.

2.5 Façade Recommendations

An assessment of building components is required for both the living room and bedroom spaces for each townhouse block. Room, window and façade dimensions were determined from the current development drawings, included in Appendix A.

The indoor sound levels and required Façade Sound Transmission Classes (STCs) were estimated using the procedures outlined in National Research Council Building Practice Note BPN-56. Details associated with the façade calculations are shown in Appendix C.

The following table summarizes the required STC ratings for the various room types, by townhouse block.

Table 6: Summary of STC Requirements by Townhouse Block

Townhouse Block 

Room Type [1] [2] Required STC Rating [3][4] 

Mid‐Span  End‐Unit 

Block A  Kitchen/Living Room  OBC(28)  OBC(28) 

Bedroom  OBC(29)  N/A 

Block B Kitchen/Living Room  OBC(21)  N/A 

Bedroom  OBC(26)  N/A 

Block C Kitchen/Living Room  30  30 

Bedroom  31  N/A 

Block D Kitchen/Living Room  OBC(21)  OBC(23) 

Bedroom  OBC(27)  N/A 

Block E Kitchen/Living Room  OBC(24)  OBC(25) 

Bedroom  OBC(25)  N/A 

Block F Kitchen/Living Room  31  33 

Bedroom, East  33  N/A Bedroom, West  30  N/A 

Block G Kitchen/Living Room  31  33 

Bedroom, East  32  N/A Bedroom, West  31  N/A 

Block H Kitchen/Living Room  31  33 

Bedroom, East  33  N/A Bedroom, West  32  N/A 

Notes: [1] The Kitchen/Living Room space was assessed as a combined space, since both ends are exposed to roadway noise. [2] The worst-case bedroom was used in the analysis

[3] STC ratings are applicable to all exterior windows within the space. [4] A Brick Veneer was applied in the analysis.

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Upgraded glazing is required from Townhouse Blocks C, F, G and H. The range of STC requirements are from STC30 to STC33, and varies depending on if a unit at the end of a block. Bedroom STC ratings also range from STC30 to STC33.

No upgraded glazing is predicted to be required for Blocks A, B, D and E.

2.6 Ventilation and Warning Clause Requirements

The requirements regarding warning clauses are summarized in Table 2. Where required, the Warning Clauses must be included in all agreements of purchase and sale or lease, and all rental agreements.

Based on the predicted façade noise levels, all unit will will require mandatory air conditioning and a Type D Warning Clause

“This dwelling unit has been or will be fitted with a central air conditioning system which will enable occupants to keep windows closed if road and or air traffic noise interferes with the indoor activities.

3.0 Surrounding Stationary Noise Impacts

Based on a review of the surrounding aerial photography, land uses within a 400 m of the proposed development include Residential and Natural Area zoned lands, with Commercial lands located beyond the 400 m radius. As no significant Industrial land uses are located near the development, a stationary noise assessment is not considered necessary and has not been completed.

4.0 CONCLUSIONS AND RECOMMENDATIONS

The potential for noise impacts on the proposed development have been assessed. Based on the results of the study, the following conclusions have been reached:

4.1 Transportation Noise

An assessment of roadway noise impacts has been completed.

Façade walls and windows are predicted to require upgrades, as outlined in Section 2.5.

Ventilation requirements are recommended as outlined in Section 2.6 and include the requirement for Air Conditioning for all units.

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A Type D Warning Clause must be included in all agreements of purchase and sale or lease and all rental agreements for all units, as outlined in Section 2.6 and summarized as follows:

“This dwelling unit has been or will be fitted with a central air conditioning system which will enable occupants to keep windows closed if road and or air traffic noise interferes with the indoor activities.

4.2 Industrial “Stationary” Noise

The development is primarily surrounded by Residential and Natural Areas, with Commercial uses located beyond these lands. As no significant Industrial land uses are located near the development, a stationary noise assessment was not considered necessary, and has not been assessed.

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5.0 REFERENCES

Halton Region, 2014, Land Use Compatibility Guidelines – Regional Official Plan Guidelines

Halton Region, 2014, Noise Abatement Guidelines – Regional Official Plan Guidelines

International Organization for Standardization, ISO 9613-2: Acoustics – Attenuation of Sound During Propagation Outdoors Part 2: General Method of Calculation, Geneva, Switzerland, 1996.

Ontario Ministry of the Environment and Climate Change, 1989, Ontario Road Noise Analysis Method for Environment and Transportation (ORNAMENT)

Ontario Ministry of the Environment and Climate Change, Publication NPC-300: Environmental Noise Guideline, Stationary and Transportation Sources – Approval and Planning, 2013.

Ontario Ministry of the Environment and Climate Change, 1996, STAMSON v5.03: Road, Rail and Rapid Transit Noise Prediction Model

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Figures

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Figure No. 1Context Plan

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Scale:

Date:

File No.:

Drawn By:

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MTLTrueNorth

Aerial Photography from Google Earth

Proposed Development

Noise Barriers(ht = 5 m)

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Figure No. 2Modelled Roadway Noise Impacts - Daytime

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Scale:

Date:

File No.:

Drawn By:

1: 1,500

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Aerial Photography from Google Earth

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Figure No. 3Modelled Roadway Noise Impacts – Night-time

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Scale:

Date:

File No.:

Drawn By:

1: 1,500

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MTLTrueNorth

Aerial Photography from Google Earth

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Appendix A

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BLOCK AFRONT ELEVATION

MODEL BE-2ELEVATION 'A' (REV.)

MODEL BELEVATION 'A' (REV.)

UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1

CL CL CL CL

MODEL BELEVATION 'B' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BE-2ELEVATION 'A' (STD.)

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

CL CL CL CL

UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5

MODEL BE-2ELEVATION 'A' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BELEVATION 'B' (STD.)

MODEL BELEVATION 'A' (REV.)

MODEL BE-2ELEVATION 'A' (REV.)

BLOCK AREAR ELEVATION

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

MODEL BE-2ELEVATION 'A'UNIT 5

BLOCK ALEFT SIDE ELEVATION

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

MODEL BE-2ELEVATION 'A'UNIT 1

BLOCK ARIGHT SIDE ELEVATION

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

OP INC.DESIGNCORP.ONTARIO

1. ISSUED FOR RE-ZONING DKSEPT. 16, 2016

1/8" = 1'0"

B-1

1020, 1024, 1026, 1032, 1042 SIXTH LINE ROADTOWN OF OAKVILLE, ONTARIO

1609514

BLOCK ABLOCK ELEVATIONS

SIXTH LINE

AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED
AutoCAD SHX Text
PREPARED BY
AutoCAD SHX Text
AutoCAD SHX Text
7825 BAYVIEW AVE., SUITE 505
AutoCAD SHX Text
TEL.:(647) 404-1370
AutoCAD SHX Text
THORNHILL,ONTARIO,
AutoCAD SHX Text
L3T 7N2
AutoCAD SHX Text
105 SIX POINT ROAD
AutoCAD SHX Text
TORONTO (ETOBICOKE),ONTARIO,
AutoCAD SHX Text
M8Z 2X3
AutoCAD SHX Text
OWNER/DEVELOPER:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PAGE NO.
AutoCAD SHX Text
DRAWING TITLE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OP DESIGN INC. BEFORE PROCEEDING WITH THE WORK DO NOT SCALE THE DRAWINGS
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34'-3

1 2" [10

.45 M

]

39'-3

" [11

.96 M

]

34'-3

1 2" [10

.45 M

]

39'-3

" [11

.96 M

]

34'-3

1 2" [10

.45 M

]

39'-3

" [11

.96 M

]

OP INC.DESIGNCORP.ONTARIO

1. ISSUED FOR RE-ZONING DKSEPT. 16, 2016

B-2

1609514

BLOCK BBLOCK ELEVATIONS

1020, 1024, 1026, 1032, 1042 SIXTH LINE ROADTOWN OF OAKVILLE, ONTARIO

SIXTH LINE

1/8" = 1'0"

AutoCAD SHX Text
TOP OF BASEMENT FLOOR
AutoCAD SHX Text
TOP OF FIRST FLOOR
AutoCAD SHX Text
TOP OF SECOND FLOOR
AutoCAD SHX Text
ROOF TOP TERRACE
AutoCAD SHX Text
TOP OF THIRD FLOOR
AutoCAD SHX Text
PARAPET/RAILING
AutoCAD SHX Text
28"x56"
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
30"x30"
AutoCAD SHX Text
FG
AutoCAD SHX Text
72"x96"
AutoCAD SHX Text
12:12
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
72"x80"
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
28"x56"
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
72"x96"
AutoCAD SHX Text
12:12
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
72"x80"
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
30"x30"
AutoCAD SHX Text
FG
AutoCAD SHX Text
28"x56"
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
32"x40"
AutoCAD SHX Text
BG
AutoCAD SHX Text
BG
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
30"x30"
AutoCAD SHX Text
FG
AutoCAD SHX Text
72"x96"
AutoCAD SHX Text
12:12
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
72"x80"
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
32"x56"
AutoCAD SHX Text
DUMMY
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
MIDDLE OF THE ROOF
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
BLOCK B - FRONT ELEVATION
AutoCAD SHX Text
MODEL C (STD.)
AutoCAD SHX Text
MODEL CE (REV.)
AutoCAD SHX Text
MODEL CE-2 (REV.)
AutoCAD SHX Text
TOP OF BASEMENT FLOOR
AutoCAD SHX Text
UNITS 6&9
AutoCAD SHX Text
UNITS 7&10
AutoCAD SHX Text
UNITS 8&11
AutoCAD SHX Text
48"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
TOP OF BASEMENT FLOOR
AutoCAD SHX Text
TOP OF FIRST FLOOR
AutoCAD SHX Text
TOP OF SECOND FLOOR
AutoCAD SHX Text
TOP OF THIRD FLOOR
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
MIDDLE OF THE ROOF
AutoCAD SHX Text
PARAPET/RAILING
AutoCAD SHX Text
ROOF TOP TERRACE
AutoCAD SHX Text
48"x56" BLACK GLASS
AutoCAD SHX Text
BLOCK B MODEL CE SIDE ELEVATION UNITS 6&9
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
48"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
48"x56" BLACK GLASS
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
TOP OF BASEMENT FLOOR
AutoCAD SHX Text
48"x76"
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
48"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
TOP OF BASEMENT FLOOR
AutoCAD SHX Text
TOP OF FIRST FLOOR
AutoCAD SHX Text
TOP OF SECOND FLOOR
AutoCAD SHX Text
TOP OF THIRD FLOOR
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
MIDDLE OF THE ROOF
AutoCAD SHX Text
PARAPET/RAILING
AutoCAD SHX Text
ROOF TOP TERRACE
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
48"x56" BLACK GLASS
AutoCAD SHX Text
BLOCK B MODEL CE-2 SIDE ELEVATION UNITS 8&11
AutoCAD SHX Text
48"x76"
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
FG
AutoCAD SHX Text
48"x56"
AutoCAD SHX Text
FG
AutoCAD SHX Text
48"x76" BLACK GLASS
AutoCAD SHX Text
48"x56" BLACK GLASS
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED
AutoCAD SHX Text
PREPARED BY
AutoCAD SHX Text
AutoCAD SHX Text
7825 BAYVIEW AVE., SUITE 505
AutoCAD SHX Text
TEL.:(647) 404-1370
AutoCAD SHX Text
THORNHILL,ONTARIO,
AutoCAD SHX Text
L3T 7N2
AutoCAD SHX Text
105 SIX POINT ROAD
AutoCAD SHX Text
TORONTO (ETOBICOKE),ONTARIO,
AutoCAD SHX Text
M8Z 2X3
AutoCAD SHX Text
OWNER/DEVELOPER:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PAGE NO.
AutoCAD SHX Text
DRAWING TITLE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OP DESIGN INC. BEFORE PROCEEDING WITH THE WORK DO NOT SCALE THE DRAWINGS
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BLOCK CFRONT ELEVATION

MODEL BE-2ELEVATION 'A' (REV.)

MODEL BELEVATION 'B' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BELEVATION 'A' (STD.)

MODEL BELEVATION 'A' (REV.)

MODEL BELEVATION 'B' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BELEVATION 'A' (STD.)

MODEL BELEVATION 'A' (REV.)

MODEL BE-2ELEVATION 'A' (STD.)

UNIT 21

CL CL CL CL CL CL CL CL CL

UNIT 20 UNIT 19 UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 UNIT 13 UNIT 12

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

MODEL BE-2ELEVATION 'A' (STD.)UNIT 12

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

BLOCK CRIGHT SIDE ELEVATION

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

MODEL BE-2ELEVATION 'A' (REV.)UNIT 21

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

BLOCK CLEFT SIDE ELEVATION

CL CL CL CL CL CL CL CL CL

UNIT 12 UNIT 13 UNIT 14 UNIT 15 UNIT 16 UNIT 17 UNIT 18 UNIT 19 UNIT 20 UNIT 21

MODEL BE-2ELEVATION 'A' (STD.)

MODEL BELEVATION 'A' (REV.)

MODEL BELEVATION 'A' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BELEVATION 'B' (STD.)

MODEL BELEVATION 'A' (REV.)

MODEL BELEVATION 'A' (STD.)

MODEL BELEVATION 'B' (REV.)

MODEL BELEVATION 'B' (STD.)

MODEL BE-2ELEVATION 'A' (REV.)

TOP OF BASEMENT FLOOR

TOP OF FIRST FLOOR

TOP OF SECOND FLOOR

TOP OF THRID FLOOR

TOP OF FLAT ROOF

40'-0

" [12

.19 M

]34

'-8" [

10.57

M]

MIDDLE OF THE ROOF

BLOCK CREAR ELEVATION

OP INC.DESIGNCORP.ONTARIO

1. ISSUED FOR RE-ZONING DKSEPT. 16, 2016

1/8" = 1'0"

B-3

1020, 1024, 1026, 1032, 1042 SIXTH LINE ROADTOWN OF OAKVILLE, ONTARIO

1609514

BLOCK CBLOCK ELEVATIONS

SIXTH LINE

AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED
AutoCAD SHX Text
PREPARED BY
AutoCAD SHX Text
AutoCAD SHX Text
7825 BAYVIEW AVE., SUITE 505
AutoCAD SHX Text
TEL.:(647) 404-1370
AutoCAD SHX Text
THORNHILL,ONTARIO,
AutoCAD SHX Text
L3T 7N2
AutoCAD SHX Text
105 SIX POINT ROAD
AutoCAD SHX Text
TORONTO (ETOBICOKE),ONTARIO,
AutoCAD SHX Text
M8Z 2X3
AutoCAD SHX Text
OWNER/DEVELOPER:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PAGE NO.
AutoCAD SHX Text
DRAWING TITLE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OP DESIGN INC. BEFORE PROCEEDING WITH THE WORK DO NOT SCALE THE DRAWINGS
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  Novus Environmental

  

 

 

 

 

 

 

 

 

 

 

 

 

Appendix B  

 

   

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Highway Location Description Dist Year Patt Type AADT SADT SAWDT WADT AR

1993 C 130,000 140,400 144,300 119,600 1.01994 C 131,500 143,300 147,300 118,400 0.81995 C 134,500 145,300 150,600 123,700 0.91996 C 137,500 154,700 156,800 123,900 0.81997 C 140,600 158,200 160,300 126,700 0.91998 C 143,600 161,600 162,100 129,400 0.81999 C 144,400 163,200 163,000 130,100 1.32000 C 147,500 165,900 166,500 132,900 1.42001 C 150,700 170,300 170,300 135,600 1.22002 C 153,800 172,200 173,600 138,400 1.02003 C 157,000 175,800 177,400 141,300 0.92004 C 159,200 177,800 179,000 143,700 1.12005 C 161,900 180,300 181,800 145,400 1.22006 C 164,700 183,000 184,400 148,200 1.12007 C 167,400 186,000 188,600 150,400 1.02008 C 170,100 187,700 185,100 152,600 0.92009 C 172,900 190,800 192,700 155,600 0.82010 C 175,600 193,500 195,300 158,100 0.62011 C 178,400 196,200 198,000 160,500 N/A2012 C 181,100 199,200 195,600 163,000 N/A

QEW TRAFALGAR RD IC-118 1.3 1988 C 111,500 123,700 123,700 100,300 0.81989 C 115,300 127,900 129,100 103,700 1.31990 C 120,100 133,300 133,300 108,000 1.11991 C 121,300 133,400 134,600 110,300 1.31992 C 123,300 133,100 136,800 114,600 1.01993 C 129,500 139,800 143,700 119,100 1.51994 C 130,800 142,600 146,500 117,700 1.31995 C 133,800 144,500 149,900 123,100 1.11996 C 136,800 153,900 156,000 123,300 0.91997 C 139,800 157,300 159,400 126,000 1.41998 C 142,700 160,500 161,100 128,600 1.11999 C 143,400 162,000 161,900 129,200 1.72000 C 146,500 164,800 165,400 132,000 1.32001 C 149,700 169,200 169,200 134,700 1.22002 C 152,800 171,100 172,400 137,500 1.02003 C 156,000 174,700 176,300 140,400 1.02004 C 158,100 176,600 177,800 142,700 1.42005 C 160,800 179,000 180,500 144,400 1.3

1988‐2012 Traffic Volumes Publication Page 30 of 1121

marcusl
Highlight
marcusl
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Novus Environmental

Appendix C

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Page 1 of 1      

BPN 56 Calculation Procedure ‐ Required Glazing STC Rating (Fixed Veneer)1020, 1024, 1028, 1032 & 1042 Sixth Line Oakville, 16‐0173 

Sound Levels Room / Façade Inputs Source Inputs Veneer ‐ Component 1 Glazing ‐ Component 2

Façade

Sound

Level:

Free ‐ field 

Correction:

Required

Indoor 

Sound

Level:

Required

Noise

Reduction:

Glazing as 

% of Wall 

Area

Exposed 

Wall 

Height 

(m)

Exposed 

Wall 

Length 

(m)

Room 

Depth 

(m)

Total

Floor

Area

Veneer

Wall

Area

Glazing

Wall

Area

Veneer 

as % 

of Floor

Area:

Glazing 

as % 

of Floor

Area:

Room

Absorption:

Incident

Sound

Angle:

Angle

Correction

Factor:

Spectrum type:

Assumed

Veneer

STC

Component Category:Room

Correction

Frequency

Correction

Sound

Energy

Correction

% Total

Transmitted

Energy

Component Category:Room

Correction

Frequency

Correction

% Total

Transmitted

Energy

Sound

Energy

Correction

Require

Glazing

STC

(dBA) (dBA) (dBA) (dBA) (m2) (m2) (m2) (%) (%) (deg) (STC) (%) (%) (STC)

DAYTIMBlock A, West Façade, Kitchen 73 3 45 31 42% 3.1 5.0 12.2 61.0 9.0 6.5 15 11 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 23 5 C. sealed thin window, or openable thick window ‐9 4 95 0 26Block A, South Façade, Living Room 73 3 45 31 11% 3.1 12.2 5.0 61.0 33.7 4.2 55 7 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 18 5 C. sealed thin window, or openable thick window ‐11 4 95 0 24Block A, East Façade, Living Room 61 3 45 19 23% 3.1 5.0 12.0 60.0 11.9 3.6 20 6 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐6 7 34 5 C. sealed thin window, or openable thick window ‐11 4 95 0 12Block A, West Façade, Bedroom 73 3 45 31 24% 2.8 5.0 3.5 17.5 10.6 3.4 61 19 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 17 5 C. sealed thin window, or openable thick window ‐6 4 95 0 29Block B, South Façade, Living Room 69 3 45 27 27% 3.1 4.3 9.6 41.3 9.7 3.6 24 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐5 7 25 5 C. sealed thin window, or openable thick window ‐10 4 95 0 21Block B, South Façade, Bedroom 69 3 45 27 26% 2.8 4.3 2.9 12.5 8.9 3.1 71 25 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 21 5 C. sealed thin window, or openable thick window ‐5 4 95 0 26Block C, South Façade,Kitchen 75 3 45 33 42% 3.1 5.0 12.2 61.0 9.0 6.5 15 11 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 21 5 C. sealed thin window, or openable thick window ‐9 4 95 0 28Block C, East Façade, Living Room 74 3 45 32 11% 3.1 12.2 5.0 61.0 33.7 4.2 55 7 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 17 5 C. sealed thin window, or openable thick window ‐11 4 95 0 25Block C, North Façade,Living Room 61 3 45 19 23% 3.1 5.0 12.2 61.0 11.9 3.6 20 6 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐6 7 34 5 C. sealed thin window, or openable thick window ‐11 4 95 0 12Block C, South Façade, Bedroom 75 3 45 33 24% 2.8 5.0 3.5 17.5 10.6 3.4 61 19 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐6 4 95 0 31Block D, North Façade, Kitchen 54 3 45 12 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 43 5 C. sealed thin window, or openable thick window ‐8 4 95 0 8Block D, West Façade, Living Room 64 3 45 22 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 26 5 C. sealed thin window, or openable thick window ‐10 4 95 0 16Block D, South Façade, Living Room 68 3 45 26 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 28 5 C. sealed thin window, or openable thick window ‐10 4 95 0 20Block D, South Façade, Bedroom 68 3 45 26 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 22 5 C. sealed thin window, or openable thick window ‐4 4 95 0 26Block E, South Façade, Living Room 67 3 45 25 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 29 5 C. sealed thin window, or openable thick window ‐10 4 95 0 19Block E, East Façade, Living Room 66 3 45 24 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 24 5 C. sealed thin window, or openable thick window ‐10 4 95 0 18Block E, North Façade, Kitchen 54 3 45 12 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 43 5 C. sealed thin window, or openable thick window ‐8 4 95 0 8Block E, South Façade, Bedroom 67 3 45 25 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 23 5 C. sealed thin window, or openable thick window ‐4 4 95 0 25Block F, East Façade, Living Room 75 3 45 33 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 21 5 C. sealed thin window, or openable thick window ‐10 4 95 0 27Block F, South Façade, Living Room 75 3 45 33 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐10 4 95 0 27Block F, West Façade, Kitchen 75 3 45 33 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 22 5 C. sealed thin window, or openable thick window ‐8 4 95 0 29Block F, East Façade, Bedroom 75 3 45 33 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐4 4 95 0 33Block F, West Façade, Bedroom 75 3 45 33 26% 2.8 4.0 4.0 16.0 8.3 2.9 52 18 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 16 5 C. sealed thin window, or openable thick window ‐7 4 95 0 30Block G, West Façade, Living Room 75 3 45 33 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 21 5 C. sealed thin window, or openable thick window ‐10 4 95 0 27Block G, South Façade, Living Room 75 3 45 33 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐10 4 95 0 27Block G, East Façade, Kitchen 75 3 45 33 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 22 5 C. sealed thin window, or openable thick window ‐8 4 95 0 29Block G, East Façade, Bedroom 75 3 45 33 26% 2.8 4.0 2.8 11.2 8.3 2.9 74 26 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling 0 7 14 5 C. sealed thin window, or openable thick window ‐5 4 95 0 32Block G, West Façade, Bedroom 75 3 45 33 30% 2.8 4.0 4.0 16.0 7.8 3.4 49 21 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 16 5 C. sealed thin window, or openable thick window ‐6 4 95 0 31Block H, East Façade, Living Room 74 3 45 32 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 22 5 C. sealed thin window, or openable thick window ‐10 4 95 0 26Block H, South Façade, Living Room 74 3 45 32 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 16 5 C. sealed thin window, or openable thick window ‐10 4 95 0 26Block H, West Façade, Kitchen 76 3 45 34 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 21 5 C. sealed thin window, or openable thick window ‐8 4 95 0 30Block H, East Façade, Bedroom 74 3 45 32 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 16 5 C. sealed thin window, or openable thick window ‐4 4 95 0 32Block H, West Façade, Bedroom 76 3 45 34 26% 2.8 4.0 4.0 16.0 8.3 2.9 52 18 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 15 5 C. sealed thin window, or openable thick window ‐7 4 95 0 31

3 45 0.0 0.0 0.0 #DIV/0! #DIV/0! Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling #DIV/0! 7 #DIV/0! #DIV/0! C. sealed thin window, or openable thick window #DIV/0! 4 #DIV/0! #DIV/0! #VALUE!3 45 0.0 0.0 0.0 #DIV/0! #DIV/0! Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling #DIV/0! 7 #DIV/0! #DIV/0! C. sealed thin window, or openable thick window #DIV/0! 4 #DIV/0! #DIV/0! #VALUE!

NIGHT‐TIMEBlock A, West Façade, Kitchen 68 3 45 26 42% 3.1 5.0 12.2 61.0 9.0 6.5 15 11 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 28 5 C. sealed thin window, or openable thick window ‐9 4 95 0 21Block A, South Façade, Living Room 69 3 45 27 11% 3.1 12.2 5.0 61.0 33.7 4.2 55 7 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 22 5 C. sealed thin window, or openable thick window ‐11 4 95 0 20Block A, East Façade, Living Room 57 3 45 15 23% 3.1 5.0 12.0 60.0 11.9 3.6 20 6 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐6 7 38 5 C. sealed thin window, or openable thick window ‐11 4 95 0 8Block A, West Façade, Bedroom 68 3 40 31 24% 2.8 5.0 3.5 17.5 10.6 3.4 61 19 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 17 5 C. sealed thin window, or openable thick window ‐6 4 95 0 29Block C, South Façade,Kitchen 70 3 45 28 42% 3.1 5.0 12.2 61.0 9.0 6.5 15 11 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 26 5 C. sealed thin window, or openable thick window ‐9 4 95 0 23Block C, East Façade, Living Room 69 3 45 27 11% 3.1 12.2 5.0 61.0 33.7 4.2 55 7 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 22 5 C. sealed thin window, or openable thick window ‐11 4 95 0 20Block C, North Façade,Living Room 57 3 45 15 23% 3.1 5.0 12.2 61.0 11.9 3.6 20 6 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐6 7 38 5 C. sealed thin window, or openable thick window ‐11 4 95 0 8Block C, South Façade, Bedroom 70 3 40 33 24% 2.8 5.0 3.5 17.5 10.6 3.4 61 19 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐6 4 95 0 31Block D, North Façade, Kitchen 50 3 45 8 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 47 5 C. sealed thin window, or openable thick window ‐8 4 95 0 4Block D, West Façade, Living Room 59 3 45 17 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 31 5 C. sealed thin window, or openable thick window ‐10 4 95 0 11Block D, South Façade, Living Room 64 3 45 22 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 32 5 C. sealed thin window, or openable thick window ‐10 4 95 0 16Block D, South Façade, Bedroom 64 3 40 27 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 21 5 C. sealed thin window, or openable thick window ‐4 4 95 0 27Block E, South Façade, Living Room 62 3 45 20 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 34 5 C. sealed thin window, or openable thick window ‐10 4 95 0 14Block E, East Façade, Living Room 61 3 45 19 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 29 5 C. sealed thin window, or openable thick window ‐10 4 95 0 13Block E, North Façade, Kitchen 49 3 45 7 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 48 5 C. sealed thin window, or openable thick window ‐8 4 95 0 3Block E, South Façade, Bedroom 62 3 40 25 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 23 5 C. sealed thin window, or openable thick window ‐4 4 95 0 25Block F, East Façade, Living Room 70 3 45 28 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 26 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block F, South Façade, Living Room 70 3 45 28 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 20 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block F, West Façade, Kitchen 70 3 45 28 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 27 5 C. sealed thin window, or openable thick window ‐8 4 95 0 24Block F, East Façade, Bedroom 70 3 40 33 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐4 4 95 0 33Block F, West Façade, Bedroom 70 3 40 33 26% 2.8 4.0 4.0 16.0 8.3 2.9 52 18 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 16 5 C. sealed thin window, or openable thick window ‐7 4 95 0 30Block G, West Façade, Living Room 70 3 45 28 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 26 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block G, South Façade, Living Room 70 3 45 28 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 20 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block G, East Façade, Kitchen 70 3 45 28 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 27 5 C. sealed thin window, or openable thick window ‐8 4 95 0 24Block G, East Façade, Bedroom 70 3 40 33 26% 2.8 4.0 2.8 11.2 8.3 2.9 74 26 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling 0 7 14 5 C. sealed thin window, or openable thick window ‐5 4 95 0 32Block G, West Façade, Bedroom 71 3 40 34 30% 2.8 4.0 4.0 16.0 7.8 3.4 49 21 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 15 5 C. sealed thin window, or openable thick window ‐6 4 95 0 32Block H, East Façade, Living Room 70 3 45 28 30% 3.1 4.0 12.2 48.8 8.7 3.7 18 8 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐7 7 26 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block H, South Façade, Living Room 70 3 45 28 11% 3.1 12.2 4.0 48.8 33.7 4.2 69 9 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 20 5 C. sealed thin window, or openable thick window ‐10 4 95 0 22Block H, West Façade, Kitchen 72 3 45 30 54% 3.1 4.0 12.2 48.8 5.7 6.7 12 14 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐8 7 25 5 C. sealed thin window, or openable thick window ‐8 4 95 0 26Block H, East Façade, Bedroom 70 3 40 33 30% 2.8 4.0 2.8 11.2 7.8 3.4 70 30 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐1 7 15 5 C. sealed thin window, or openable thick window ‐4 4 95 0 33Block H, West Façade, Bedroom 72 3 40 35 26% 2.8 4.0 4.0 16.0 8.3 2.9 52 18 Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling ‐2 7 14 5 C. sealed thin window, or openable thick window ‐7 4 95 0 32

3 40 0.0 0.0 0.0 #DIV/0! #DIV/0! Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 0 D. sealed thick window, or exterior wall, or roof/ceiling #DIV/0! 7 #DIV/0! #DIV/0! C. sealed thin window, or openable thick window #DIV/0! 4 #DIV/0! #DIV/0! #VALUE!3 40 0.0 0.0 0.0 #DIV/0! #DIV/0! Intermediate 0 ‐ 90 0 D. mixed road traffic, distant aircraft 54 D. sealed thick window, or exterior wall, or roof/ceiling #DIV/0! 7 #DIV/0! #DIV/0! C. sealed thin window, or openable thick window #DIV/0! 4 #DIV/0! #DIV/0! #VALUE!

Receptor ID Receptor Description

160930 BPN56 STC Reqts ‐ 6th Line 16‐0173.xlsx\BPN56 Road

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