environmental noise assessment paris grand estates development · this environmental noise...

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

Environmental Noise Assessment Paris Grand Estates Development Novus Reference No. 16.0124 Version No. 1 October 2, 2017

NOVUS PROJECT TEAM:

Specialist: R. L. Scott Penton, P.Eng.

2017/10/02

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for 2-sided printing purposes

Environmental Noise Assessment – Paris Grand Estates Development October 2, 2017

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Table of Contents

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

1.1 Site Description and Surroundings ........................................................................... 1

2.0 Stationary Noise Assessment .............................................................................................. 1

2.1 MOECC Publication NPC-300 Guidelines for Stationary Noise ............................. 1 2.2 Dufferin Aggregate Paris Pit Operations .................................................................. 2 2.3 Existing Noise-Sensitive Points of Reception .......................................................... 3 2.4 Noise Modelling ....................................................................................................... 4

2.4.1 Noise Sources Considered in the Assessment .................................................. 4

2.5 Stationary Noise Impacts and Mitigation at Existing Noise-Sensitive Receptors and Noise-Sensitive Vacant Lots ........................................................................................ 5 2.6 Stationary Noise Impacts at Proposed Draft Plan of Subdivision and Required Noise Mitigation ................................................................................................................. 6 2.7 Noise Warning Clause .............................................................................................. 8

3.0 Transportation Noise ........................................................................................................... 9

3.1 MOECC Publication NPC-300 Guidelines for Transportation Noise ...................... 9 3.2 Traffic Data ............................................................................................................ 11 3.3 Noise Modelling Results ........................................................................................ 11 3.4 Transportation Noise Mitigation Requirements ..................................................... 12

4.0 Conclusion and Recommendations ................................................................................... 13 5.0 References ......................................................................................................................... 14

List of Tables

Table 1: Exclusion Limits for Non-Impulsive Sounds – Class 2 Areas (Leq (1-hr), dBA) ............................................................................................................................ 2

Table 2: Modelled Stationary Noise Sources ............................................................................. 5 Table 3: Predicted Sound Levels, Existing Receptors, With Mitigation in Place ...................... 6 Table 4: Predicted Sound Levels, Proposed Rezoning and Draft Plan of Subdivision .............. 7 Table 5: NPC-300 Sound Level Criteria for Road and Rail Noise ........................................... 9 Table 6: NPC-300 Sound Level Criteria for Road and Rail Noise – Supplementary

Criteria for Non-Residential Uses ............................................................................... 9 Table 7: NPC-300 Outdoor Living Area Mitigation Requirements ......................................... 10 Table 8: NPC-300 Ventilation Requirements .......................................................................... 10 Table 9: NPC-300 Building Component Requirements .......................................................... 10 Table 10: Summary of Road Traffic Data Used in the Transportation Noise Analysis ............ 11 Table 11: Transportation Noise Modelling Results .................................................................. 12


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List of Figures

Figure 1: Context Plan Figure 2a: Paris Pit Operations – Phase 1 (Extraction on Lift) Figure 2b: Paris Pit Operations – Phase 1 (Extraction at Floor of Pit) Figure 2c: Paris Pit Operations – Phase 8 (Extraction at First Lift) Figure 2d: Paris Pit Operations – Phase 8 (Extraction at Floor of Pit) Figure 3: Existing Noise Sensitive Receptors Figure 4: Required Noise Barriers for Existing Receptors Figure 5: Required Noise Barriers for Proposed Draft Plan of Subdivision Figure 6: Transportation Noise Mitigation Requirements

List of Appendices

Appendix A: Draft Plan of Subdivision Appendix B: Dufferin Aggregates Paris Pit Operation Plans Appendix C: Existing Zoning Appendix D: Stationary Noise Modelling Information Appendix E: Road Traffic Data and STAMSON Modelling


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1.0 Introduction

Novus Environmental Inc. (Novus) was retained by Paris Grand Estates Inc. to conduct an environmental noise assessment for their proposed development to be located at:

• Part of Lots 27, 28 and 29, Concession 1, and Parts of Lots 27, 28 and 29, Concession 2 and Part of Subdivision Lot 1, Concession 2, West of Grand River, Geographic Township of South Dumfries, County of Brant (the “Site”).

This environmental noise assessment report concerns applications for a rezoning and Draft Plan of Subdivision for the Site. A copy of the proposed Plan can be found in Appendix A. A context plan is provided in Figure 1.

1.1 Site Description and Surroundings

The Site is located along the northern shore of the Grand River in the former Town of Paris, within the amalgamated County of Brant. The property encompasses what is currently the Paris Grand Country Club, municipally described as 150 Paris Links Road. The development includes approximately 475 single-detached and 325 multi-unit homes.

The Site is transected by Paris Links Road, dividing the property into north and south parcels. To the south, the site is bound by the Grand River. To the west, the site is bounded by existing residential development. Along the northern edge of the site is a former railway line, which lies on lands owned by Dufferin Aggregates Ltd. and used for aggregate extraction.

2.0 Stationary Noise Assessment

“Stationary” noise sources include industrial and commercial land uses which produce significant amounts of noise. The only stationary source near the site which requires assessment is the Dufferin Aggregates Paris Pit (“the Pit”), located to the north of the Site.

2.1 MOECC Publication NPC-300 Guidelines for Stationary Noise

The applicable Ministry of the Environment and Climate Change (MOECC) noise guidelines for new land uses are provided in MOECC Publication NPC-300. It sets out noise limits for two main types of noise sources:

• Non-impulsive, “continuous” noise sources such as ventilation fans, mechanical equipment, and vehicles moving within the property boundary of an industry. Continuous noise is measured using 1-hour average sound exposures (Leq (1-hr) values), in dBA; and


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• Impulsive noise, which is a “banging” type noise characterized by rapid rise time and

decay. Impulsive noise is measured using a logarithmic mean (average) level (LLM) of the impulses in a one-hour period, in dBAI.

There are no impulsive type noise sources associated with the aggregate operation which would affect the proposed development. Therefore, impulsive noise has not been considered further.

NPC 300 requires an assessment at, and provides separate guideline limits for:

• Outdoor points of reception (e.g., back yards, communal outdoor amenity areas); and • Planes of windows on the outdoor facade which connect onto noise sensitive spaces,

such as living rooms, dens, eat-in kitchens, dining rooms and bedrooms.

The applicable noise limits at a point of reception are the higher of:

• The existing ambient sound level due to road traffic, or • The exclusion limits set out in the guideline.

The guideline limits vary based on the nature of the area where the receptor is located (i.e., urban versus suburban or rural). Based on the nature of the subject area, the Class 2 area suburban/ semi-rural sound level limits apply in this case. All existing and currently-zoned-for-future-use noise –sensitive receptors would be in Class 2 areas.

The following Table sets out the exclusion limits in NPC 300.

Table 1: Exclusion Limits for Non-Impulsive Sounds – Class 2 Areas (Leq (1-hr), dBA)

Time of Day Outdoor Point of Reception Plane of Window

7am to 7 pm 50 50 7 pm to 11 pm 45 50 11 pm to 7 am n/a 45

Notes: n/a Not Applicable. Outdoor points of reception are not considered to be noise sensitive during the overnight period.

Given the low ambient sound levels due to road traffic in the area, the above guideline minima apply.

2.2 Dufferin Aggregate Paris Pit Operations

Copies of the Operations Plans for the Paris Pit are provided in Appendix B. Operations are broken down into 8 phases. Phases 1 and 8 are located closest to the Site.



From a review of the Operations Plans, and based on Novus’ experience with pit and quarry operations, the following operations are assumed to occur.

1) A central processing plant area (“the Central Plant”) is located in the northern portion of Phase 1 (see Figure 2). The central plant will include a rock crusher and washing/ separating screen. A stacker will be used to create stockpiles of product. This plant will operate throughout the extent of the life of the pit, including Phase 8. The central processing plant would operate continuously. At the central processing plant, three front end “shipping loaders” are used to transfer product to shipping trucks. The shipping loaders will have a 50% duty cycle (i.e., operating 50% of the time during a given hour). Shipping trucks will enter and leave the site through an access road to Watts Pond Road. Up to 50 trucks per hour can enter, be loaded, and leave the site.

2) At the working face of the Pit, two front-end “extraction loaders” are used to extract aggregate and load “pit trucks”, which are then used to transfer the aggregate to the central plant for crushing, washing and sorting. The extraction loaders operate continuously. Up to 10 pit trucks per hour are loaded, travel to the central plant, and return to the working face each hour.

3) Crushing and screening operations, and extraction operations, are restricted to daytime hours (7 a.m. to 7 p.m.). Some shipping may occur before 7 a.m. – however, given the distance from the Central Plant to the Site, noise from shipping alone will not have a significant impact on the Site. Therefore, worst-case conditions occur during daytime, and the applicable guideline limit is 50 dBA.

4) Worst-case impacts would be expected to occur during the daytime hours during extraction

of Phase 1 and Phase 8. 5) Given the required depth of extraction, the portions of Phase 1 and Phase 8 closest to the

Site will likely be extracted in two 8 m high “lifts”.

2.3 Existing Noise-Sensitive Points of Reception

Under its Aggregate Resource Act (ARA) license, the Pit is already required to meet the applicable MOECC NPC-300 guideline limits at all existing and vacant lot noise-sensitive points of reception (e.g., residences, camp grounds, hotels, schools).



In the area of the Site, there are many existing residences along Paris Links Road and West River Road. The closest existing residences to the Pit are shown in Figure 3.

In addition, the Site has existing residential permissions. A copy of the current zoning map for the Site is provided in Appendix C. Portions of the Site are zoned R1-9, allowing for residential uses.

NPC-300 requires that noise impacts be assessed on “noise sensitive zoned lots” as well as at existing residences. Thus, the existing areas zoned R1-9 are currently points of reception with respect to noise, and the Pit is already obligated to meet the noise guideline limits at these locations. These areas are depicted in Figure 3.

2.4 Noise Modelling

Noise levels from worst-case scenarios for Phases 1 and 8 were modelled using Cadna/A, a computerized noise model which implements the international standard ISO 9613 environmental noise propagation algorithms, produced by Datakustik GmbH. The Cadna/A software package using ISO 9613 is the preferred noise model of the MOECC. The noise model accounts for:

• Source noise emission data from multiple sources; • Distance attenuation; • Ground attenuation and atmospheric absorption; • Screening (noise barrier) effects of terrain, buildings, berms and noise walls; and • Worst-case meteorological conditions (temperature inversion / downwind).

Sound can reflect from the ground, increasing noise levels at off-site receptors. A global ground absorption value G = 1.0 was used in the assessment, representative of acoustically-absorptive ground such as grass, vegetation, soil and gravel.

Temperature and relative humidity (RH) can also affect the propagation of noise. Typical worst-case summer conditions of 10ºC, 70% RH were used in the noise modelling.

2.4.1 Noise Sources Considered in the Assessment

Per the discussion in Section 2.2 above, the noise sources listed in Table 2 were considered in the assessment. Additional source modelling data can be found in Appendix D. Modelled source locations are provided in Figure 2.

Based on our experience, no noise sources with special sound qualities are likely to occur. Therefore, no penalties need to be applied under MOECC Publication NPC-104 (tonality, cyclic variation or quasi-steady impulsive noise).



Table 2: Modelled Stationary Noise Sources

Source Sound Power Level (dBA) Number and Notes

Central Processing Plant 123 Crusher + Screen Shipping Loader 107 2 loaders at processing plant, CAT 950 modelled, 50% duty

Excavation Loader 107 2 loaders at working face, CAT 980 modelled Pit Truck 112 50 trucks in worst-case hour (100 passes), 30 km/h

Shipping Truck 103 10 trucks in worst-case hour (20 passes), 30 km/h

2.5 Stationary Noise Impacts and Mitigation at Existing Noise-Sensitive Receptors and Noise-Sensitive Vacant Lots

The noise model was used to establish the type and extent of required noise mitigation to ensure compliance at existing noise-sensitive receptors (surrounding existing residences) and at R1-9-zoned noise-sensitive vacant lots on the Site. Dufferin Aggregates is already obligated to ensure compliance at these locations.

Mitigation in the form of noise berms located on the perimeter of the Pit lands is required. The modelled receptor locations and the required noise barriers are shown in Figure 4. Predicted noise levels with the mitigation measures in place are provided in Table 3.

With the inclusion of the barriers shown, the applicable 50 dBA guideline limit is met at all locations.

The noise barrier can be formed from earthen berms, noise walls, or a combination of the two. Where noise walls are used, they should be free of gaps and cracks, and have a minimum face density (mass per unit area) of 20 kg/m2 (4 lbs per sq. ft).



Table 3: Predicted Sound Levels, Existing Receptors, With Mitigation in Place

Receptor Location Receptor

Height (m)

Predicted Sound Level (dBA) for Pit Operating Phase Phase 1 1st

Lift Phase 1

Base Phase 8 1st Lift

Phase 8 Base

73 Paris Links Rd 1.5 43.9 43.7 44.2 44.2 83 West River Road 1.5 43.7 43.7 44.6 44.7 85 West River Road 1.5 43.1 43.0 43.8 44.1 95 West River Road 4.5 45.2 45.1 47.4 49.0

113 West River Road (Conv. Barn) 4.5 44.2 44.1 49.3 48.9 115 West River Road 1 1.5 43.0 42.9 47.7 47.2 117 West River Road 1.5 42.5 42.5 46.9 46.4 119 West River Road 1.5 42.0 41.9 46.7 44.7 123 West River Road 1.5 43.2 43.1 47.3 45.2 129 West River Road 1.5 41.5 41.4 46.2 43.9

135 West River Road (Conv. Barn) 1.5 43.3 43.2 45.8 44.5 Camp Tekahionwake (243 Grand River) 1.5 43.5 43.1 42.9 43.0

On-Site Noise Sensitive Vacant Lot 4.5 49.9 49.2 48.6 48.8 On-Site Noise Sensitive Vacant Lot 4.5 49.8 48.9 48.2 48.3 On-Site Noise Sensitive Vacant Lot 4.5 49.7 48.7 47.8 47.9 On-Site Noise Sensitive Vacant Lot 4.5 49.1 47.9 47.0 47.1 On-Site Noise Sensitive Vacant Lot 4.5 48.3 47.3 46.6 46.7 On-Site Noise Sensitive Vacant Lot 4.5 49.9 48.6 47.5 47.6 On-Site Noise Sensitive Vacant Lot 4.5 47.8 46.9 46.2 46.3 On-Site Noise Sensitive Vacant Lot 4.5 49.1 48.4 48.0 48.0 On-Site Noise Sensitive Vacant Lot 4.5 48.2 48.0 48.7 49.6 On-Site Noise Sensitive Vacant Lot 4.5 47.4 47.3 48.0 49.0 On-Site Noise Sensitive Vacant Lot 4.5 46.7 46.5 47.3 47.8 On-Site Noise Sensitive Vacant Lot 4.5 49.1 48.9 49.3 49.7

Notes: • Sound levels are worst-case Leq (1 hr) values, in dBA, with the noise barriers shown in Figure 4 in place.

2.6 Stationary Noise Impacts at Proposed Draft Plan of Subdivision and Required Noise Mitigation

The noise model was then used to predict noise levels at residences on the Site following the new proposed draft plan. The required changes to the extent of noise mitigation were then identified. We understand that our client and Dufferin have agreed that the additional noise mitigation would be located on the Pit lands.

The modelled receptor locations and the required noise barriers are shown in Figure 5. Predicted noise levels with the mitigation measures in place are provided in Table 4.



Table 4: Predicted Sound Levels, Proposed Rezoning and Draft Plan of Subdivision

Stage Receptor Location

Receptor Height

(m)

Predicted Sound Level (dBA) for Pit Phase Phase 1 1st Lift

Phase 1 Base

Phase 8 1st Lift

Phase 8 Base

2

Block 1 Perimeter (Up to 3 Storey) 7.5 50.0 49.7 49.5 49.5 Block 1 Perimeter (2 Storey) 4.5 46.4 45.8 45.2 45.4 Block 1 Perimeter (2 Storey) 4.5 48.8 48.4 48.0 48.0 Block 1 Perimeter (2 Storey) 4.5 47.4 46.7 46.2 46.2 Block 1 Perimeter (2 Storey) 4.5 47.8 47.1 46.6 46.6 Block 1 Perimeter (2 Storey) 4.5 48.5 47.7 47.0 46.9 Block 1 Perimeter (2 Storey) 4.5 49.0 48.2 47.4 47.4 Block 1 Perimeter (2 Storey) 4.5 49.2 48.5 47.7 47.7 Block 1 Perimeter (2 Storey) 4.5 49.4 48.8 48.1 48.1 Block 1 Perimeter (2 Storey) 4.5 49.6 49.1 48.4 48.5 Block 7 Perimeter (2 Storey) 4.5 49.7 49.2 48.6 48.7

Block 5 Interior (Up to 3 Storey) 7.5 46.5 46.0 45.9 45.9 Block 2 Interior (Up to 3 Storey) 7.5 46.1 45.7 45.5 45.5 Block 2 Interior (Up to 3 Storey) 7.5 45.7 45.3 45.0 45.2 Block 5 Interior (Up to 3 Storey) 7.5 46.9 46.4 46.3 46.3 Block 5 Interior (Up to 3 Storey) 7.5 47.5 47.1 46.8 46.8

Block 6 Interior (2 Storey) 4.5 48.4 48.1 47.7 47.9 Block 6 Interior (2 Storey) 4.5 47.5 47.2 47.0 47.3 Block 9 Interior (2 Storey) 4.5 48.6 48.4 48.1 48.3 Block 9 Interior (2 Storey) 4.5 48.2 48.0 47.8 48.1 Block 9 Interior (2 Storey) 4.5 48.0 47.8 47.6 47.9

Block 9 Interior (Up to 3 Storey) 7.5 47.9 47.7 47.8 47.9 Block 9 Interior (Up to 3 Storey) 7.5 47.4 47.2 47.4 47.5 Block 12 Med Density (4 Storey) 10.0 45.7 45.5 45.8 45.9 Block 12 Med Density (6 storey) 16.0 49.2 49.1 49.2 49.3

3

Block 1 Perimeter (2 Storey) 4.5 49.8 49.4 49.0 49.1 Block 1 Perimeter (2 Storey) 4.5 49.9 49.6 49.3 49.4 Block 1 Perimeter (2 Storey) 4.5 50.0 49.7 49.6 49.8 Block 1 Perimeter (2 Storey) 4.5 49.5 49.1 49.1 49.3 Block 1 Perimeter (2 Storey) 4.5 49.0 48.7 48.7 49.0 Block 1 Perimeter (2 Storey) 4.5 48.5 48.1 48.3 48.6 Block 1 Perimeter (2 Storey) 4.5 48.6 48.3 48.5 48.9 Block 1 Perimeter (2 Storey) 4.5 48.0 47.5 47.9 48.3 Block 1 Perimeter (2 Storey) 4.5 48.1 47.7 48.2 48.5 Block 1 Perimeter (2 Storey) 4.5 49.0 48.8 49.1 49.5 Block 1 Perimeter (2 Storey) 4.5 49.2 49.0 49.2 49.7 Block 1 Perimeter (2 Storey) 4.5 49.0 48.9 49.1 49.7 Block 1 Perimeter (2 Storey) 4.5 48.6 48.5 48.7 49.7 Block 1 Perimeter (2 Storey) 4.5 48.1 48.0 48.2 49.7 Block 1 Perimeter (2 Storey) 4.5 47.6 47.5 47.8 49.7 Block 1 Perimeter (2 Storey) 4.5 47.1 47.0 48.0 49.7 Block 1 Perimeter (2 Storey) 4.5 46.6 46.5 47.5 48.3 Block 1 Perimeter (2 Storey) 4.5 46.0 46.0 47.0 47.5

Block 2 Interior (2 Storey) 4.5 48.9 48.7 48.5 48.8 Continued…



Stage Receptor Location

Receptor Height

(m)

Predicted Sound Level (dBA) for Pit Phase Phase 1 1st Lift

Phase 1 Base

Phase 8 1st Lift

Phase 8 Base

3

Block 3 Interior (Up to 3 Storey) 7.5 49.3 49.1 48.9 49.2 Block 3 Interior (Up to 3 Storey) 7.5 49.5 49.3 49.2 49.6

Block 4 Interior (2 Storey) 4.5 49.2 49.0 49.1 49.5 Block 4 Interior (2 Storey) 4.5 49.0 48.9 49.1 49.6

Block 5 Interior (Up to 3 Storey) 7.5 48.6 48.4 48.2 48.6 Block 5 Interior (Up to 3 Storey) 7.5 48.3 48.1 48.0 48.4 Block 5 Interior (Up to 3 Storey) 7.5 47.9 47.7 47.7 48.1 Block 5 Interior (Up to 3 Storey) 7.5 47.4 47.2 47.5 47.6 Block 6 Interior (Up to 3 Storey) 7.5 48.9 48.7 48.6 49.0 Block 6 Interior (Up to 3 Storey) 7.5 48.2 48.1 48.0 48.5 Block 7 Interior (Up to 3 Storey) 7.5 49.0 48.8 48.8 49.3 Block 7 Interior (Up to 3 Storey) 7.5 48.4 48.2 48.2 48.8 Block 8 Interior (Up to 3 Storey) 7.5 49.3 49.1 49.2 49.8 Block 8 Interior (Up to 3 Storey) 7.5 49.0 48.9 49.0 49.6 Block 8 Interior (Up to 3 Storey) 7.5 48.4 48.3 48.4 49.2

Block 9 Interior (2 Storey) 4.5 48.9 48.8 49.0 49.5 Block 9 Interior (Up to 3 Storey) 7.5 49.1 48.9 49.2 50.0 Block 9 Interior (Up to 3 Storey) 7.5 48.5 48.4 48.6 49.7 Block 9 Interior (Up to 3 Storey) 7.5 48.0 47.9 48.1 49.5 Block 9 Interior (Up to 3 Storey) 7.5 47.5 47.4 48.2 49.3 Block 14 Med. Density (3 storey) 7.5 45.6 45.5 46.6 47.3

As can be seen in Figure 5, to ensure that the noise guidelines are met, the noise barriers must be extended, and the height increased in some areas. In addition, the maximum height of residences must be restricted to 2 storeys in the areas shown shaded in blue in the Figure.

With the above mitigation measures in place, the NPC-300 noise guidelines are met.

2.7 Noise Warning Clause

In accordance with Section C7.6 and 8.2 of NPC-300, the following noise warning clause should be registered on Title and included in agreements of Offers of Purchase and Sale, lease/rental agreements and condominium declarations:

“Purchasers/tenants are advised that due to the proximity of the adjacent Dufferin Aggregates Paris Pit, noise from the industry may at times be audible.”

This would apply to blocks/ lots within Stages 2 and 3 of the north parcel of the Site.



3.0 Transportation Noise

The only transportation sources with the potential to affect the proposed development are Paris Links Road and West River Road. All other roadways are sufficiently distant that noise levels from them will be insignificant. There are no active railway lines or airports in the area.

3.1 MOECC Publication NPC-300 Guidelines for Transportation Noise

Roadway Location-Specific Criteria

NPC-300 contains the following sound level criteria for new residential developments:

Table 5: NPC-300 Sound Level Criteria for Road and Rail Noise

Type of Space Time Period Equivalent Sound Level (dBA) Assessment

Location Road Rail Outdoor Living Area Daytime (0700-2300h) 55 55 Outdoors

Living / Dining Room Daytime (0700-2300h) 45 40 Indoors

Night-time (2300-0700h) 45 40 Indoors

Sleeping Quarters Daytime (0700-2300h) 45 40 Indoors

Night-time (2300-0700h) 40 35 Indoors

Table 6 provides supplementary noise criteria which are to be used to determine acceptable indoor noise levels for non-residential portions of proposed developments:

Table 6: NPC-300 Sound Level Criteria for Road and Rail Noise – Supplementary Criteria for Non-Residential Uses

Type of Space Time Period Leq (Time Period) (dBA)

Road Rail General offices, reception areas, retail stores, etc. Daytime (0700-2300h) 50 45 Living/dining areas of residences, hospitals, schools, nursing/retirement homes, day-care centres, theatres, places of worship, libraries, individual or semi-private offices, conference rooms, reading rooms, etc.

Daytime (0700-2300h) 45 40

Sleeping quarters of hotels/motels Night-time (2300-0700h) 45 40 Sleeping quarters of residences, hospitals, nursing/retirement homes, etc. Night-time (2300-0700h) 40 35

Table 7 summarizes the noise mitigation requirements for communal outdoor amenity areas.



Table 7: NPC-300 Outdoor Living Area Mitigation Requirements

Time Period Equivalent Sound Level in Outdoor Living Area (dBA) Ventilation Requirements

Daytime (0700-2300h)

< 55 • None 55 to 60 incl. • Noise barrier OR Warning Clause A

> 60 • Noise barrier to reduce noise to 55 dBA OR • Noise barrier to reduce noise to 60 dBA and

Warning Clause B

Table 8 summarizes the ventilation requirements for residential units based on outdoor sound levels.

Table 8: NPC-300 Ventilation Requirements

Time Period

Equivalent Sound Level in Plane of Window

Road or Rail Noise (dBA)

Ventilation Requirements

Daytime (0700-2300h)

< 55 • None

55 to 65 incl. • Forced Air Heating with provision to add air conditioning and Warning Clause C

> 65 • Central Air Conditioning and Warning Clause D

Night-time (2300-0700h)

< 50 • None

50 to 60 incl. • Forced Air Heating with provision to add air conditioning and Warning Clause C

> 60 • Central Air Conditioning and Warning Clause D

Notes: Whistle noise from rail operations is not included in the above

Table 9 provides Leq thresholds which, if exceeded, require the building shell and components (i.e., walls, windows) to be designed and selected accordingly to ensure that the Table 5 indoor location criteria are met.

Table 9: NPC-300 Building Component Requirements

Time Period

Equivalent Sound Level in Plane of Window

(dBA) Component Requirements

Road Rail Daytime

(0700-2300h) < 65 < 60 • Compliant with Ontario Building Code > 65 > 60 • Designed/ Selected to Meet Indoor Requirements

Night-time (2300-0700h)

< 60 < 55 • Compliant with Ontario Building Code > 60 > 55 • Designed/ Selected to Meet Indoor Requirements

24-hour -- > 60 • Brick veneer or masonry equivalent construction, if first row of receivers is within 100 m of railway line.

Notes: Whistle noise from rail operations are to be included in the above.



The assessment of the indoor sound levels and the resultant requirement for the acoustical descriptors of the building components are to be done separately for road and rail noise. The resultant acoustical descriptors should be subsequently combined to determine the required components.

3.2 Traffic Data

Traffic data projections (Year 2030) for Paris Links Road were obtained from Paradigm Transportation Solutions, the traffic consultant for the proposed development. Copies of all traffic data used can be found in Appendix E. The following table summarizes the road traffic volumes used in the analysis.

Table 10: Summary of Road Traffic Data Used in the Transportation Noise Analysis

Paris Links Road Roadway Link

Traffic Levels (2030 AADT)

Day/ Night Volume Split

Commercial Traffic Breakdown Vehicle

Speed (km/h) Daytime Night-

time % Medium

Trucks % Heavy Trucks

Grand River St to Street A/B 6641

90 10 1% 1% 50

Street A/B to Street A/C 5186 Street A/C to Street D 4539

Street D to Street F 4362 Street F to Street G 3918 Street G to Street M 2567

East of Street M 621

3.3 Noise Modelling Results

Future road traffic sound levels were modelled using STAMSON v5.04, the road traffic noise prediction model of the MOECC. Sound levels for the portion of Paris Links Road with the highest traffic volumes were modelled (Grand River Street to Site Street A).

Sound levels were modelled at a distance of 15 m from the roadway centre-line, which would be equivalent to the nearest building façade or nearest outdoor amenity area. The STAMSON modelling results are provided in Appendix E, and are tabulated below.



Table 11: Transportation Noise Modelling Results

Paris Links Road Roadway Link

Predicted Sound Level (dBA) at 15 m, Full Exposure to Road Leq Day Leq Night

Grand River St to Street A/B 58.8 52.5 Street A/B to Street A/C 57.7 51.4 Street A/C to Street D 56.1 49.8

Street D to Street F 54.3 47.9 Street F to Street G 52.0 45.7 Street G to Street M 47.8 < 45

East of Street M < 45 < 45

3.4 Transportation Noise Mitigation Requirements

Based on the predicted transportation sound levels above:

• Noise barriers to shield outdoor amenity areas are not required. However, a “Type A” noise warning clause would be required for blocks/lots directly adjacent to Paris Links Road1:

• Between Grand River Street and Street A/B; • Between Street A/B and Street A/C; and • Between Street A/C and Street D (See Figure 6).

• A forced air heating system designed with provision to add air conditioning and a

“Type C” warning clause would be required for blocks/lots directly adjacent to Paris Links Road2:

• Between Grand River Street and Street A/B; • Between Street A/B and Street A/C; and • Between Street A/C and Street D (See Figure 6).

1 MOECC “Type A”: “Purchasers/tenants are advised that sound levels due to increasing road traffic may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment.” 2 MOECC “Type C”: “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.”



• Façade wall and window construction meeting Ontario Building Code minimum requirements will ensure an adequate indoor noise environment. Specialty construction is not required.

4.0 Conclusion and Recommendations

1. Noise mitigation in the form of perimeter noise barriers (earthen berms, noise walls, or combinations thereof) are required to address noise from the Dufferin Aggregates Pit operations. See Figure 5 for the required noise barrier locations and heights.

2. The applicant should enter an agreement with Dufferin Aggregates to install the required barriers prior to occupancy of the Site.

3. In addition, some lots as indicated in Figure 5 must be restricted to a maximum height of two storeys. This should be secured in the zoning bylaw amendment and/or in the conditions of approval.

4. The following noise warning clause should be registered on Title and included in agreements of Offers of Purchase and Sale, lease/rental agreements and condominium declarations for all blocks/ lots within Stages 2 and 3 of the north parcel of the Site:

“Purchasers/tenants are advised that due to the proximity of the adjacent Dufferin Aggregates Paris Pit, noise from the industry may at times be audible.” (MOECC Noise Warning Clause “Type E”)

5. With respect to transportation noise, no adverse impacts are anticipated. No noise barriers or upgraded building construction is required.

6. Forced air heating systems designed with provision for future installation of air conditioning by tenants are required for blocks/lots directly adjacent to Paris Links Road: • Between Grand River Street and Street A/B; • Between Street A/B and Street A/C; and • Between Street A/C and Street D (See Figure 6).

7. The same locations require the following noise warning clauses to be registered on Title

and included in agreements of Offers of Purchase and Sale, lease/rental agreements and condominium declarations for all blocks/ lots adjacent to Paris Links Road / West River Road:



“Purchasers/tenants are advised that sound levels due to increasing road traffic may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment.” (MOECC “Type A”)

“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.” (MOECC “Type C”)

With the implementation of the above recommendations, adverse environmental noise impacts are not anticipated.

5.0 References

Ontario Ministry of the Environment (MOE, 2013), Publication NPC-300: Environmental Noise Guideline: Stationary and Transportation Sources – Approval and Planning

Paradigm Transportation Solutions Ltd., Paris Grand Estates Residential Development Transportation Impact Study, October 2017.

Novus Environmental

Figures

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Figure No. 1 Context Plan

Paris Grand Estates Inc. – Paris, ON

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Dufferin AggregatesParis Pit

DevelopmentNorth Parcel

DevelopmentSouth Parcel

Figure No. 2a Paris Pit Operations – Phase 1 (Extraction on Lift)


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Lift

Central Processing PlantShipping Loaders

Extraction Loaders

PitTrucks

ShippingTrucks

Figure No. 2b Paris Pit Operations – Phase 1 (Extraction at Floor of Pit)


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Extraction Loaders

PitTrucks

ShippingTrucks

Figure No. 2c Paris Pit Operations – Phase 8 (Extraction at First Lift)


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Lift


Extraction Loaders

PitTrucks

ShippingTrucks

Figure No. 2d Paris Pit Operations – Phase 8 (Extraction at Floor of Pit)


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Extraction Loaders

PitTrucks

ShippingTrucks

Figure No. 3 Existing Noise Sensitive Receptors


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AREAS OF SITE WITH EXISTING R1‐9 ZONING

Figure No. 4 Required Noise Barriers for Existing Receptors


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Modelled Noise Sensitive Vacant Lot Receptors (typ)

Figure No. 5 Required Noise Barriers for Proposed Draft Plan of Subdivision


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Modelled Noise Sensitive Receptor (Typ.)

NOTEResidences in Areas Shaded In Blue Must be a Maximum of 2 Storeys

Figure No. 6Transportation Noise Mitigation


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Blocks/Lots In Red Require:• Forced Air Ventilation Systems• Type A Warning Clause• Type C Warning Clause

Appendix A

() () () () () () () () () () () () () ()

( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )

() () ( ) () ( ) () () ( ) () ()

( )( )( )( )( )( )( )( )( )( )( )( )( )

( )( )( )( )( )( )( )( )( )( )( )( )( )( )( )

( )( )( )( )( )( )( )

( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )

() () () () () () () () () () () () ()

()()

()()

()()

()()

()()

()()

()()

()()( )( )( )( )( )( )( )( )

( )( )( )( )( )( )( )( )

xx

xx

x

xxxx

xxxx

()()()()()()()()

()()()()()()()()

() () () () () () () () () () () () () () () () ( ) () () ( ) () ()

( ) ( ) ( ) ( )( )

( )( )

( )

( )( )( )( )()()()()()()()()()()(

)()()()()(

)()()()

()()

()()

()

x x x x x

4.55ha.

Existing Open Space

Grand River

and Parts of Lots 27, 28 and 29, Concession 2and Part of Subdivision Lot 1, Concession 2

r p

Block 10

Block 21

ResidentialRes.

0.38ha.Block 12

Block 25

1.74ha.

Block 14

Rivervi

ew T

errac

e

Paris Links Road

Open Space

Cha

rlton

Dr.

Stre

et

G

Street I

17.19ha.

Street J

Street E

GilbertC

reek

Gilbert

Creek

Existing Residential

Lands Owned by Others

KEY PLAN

Date: September 18, 2017

REVISIONS

Project No.: 8086.40Scale: 1:2500 metric

Drawn By: S.Loughran

LAND USE SCHEDULE

LOTS/BLKS. UNITS

2.64

AREA (ha.)

Part of Lots 27, 28 and 29, Concession 1

0.36

West of Grand River

0.13

17.19

3.37

LEGENDProperty Boundary

Wetland Boundary

www.gspgroup.ca

GSPg uo

201-72 Victoria Street SouthKitchener, Ontario N2G 4Y9

T T519 569 8883

29 Rebecca Street, Suite 200Hamilton, Ontario L8R 1B3

N.T.S.

905 572 7477

Dwg. File Name: dp16232b.dwgParis Grand Subdivision

Geographic Township of South DumfriesCounty of Brant

PropertySubject

Block 13Park

Block 24

0.87ha.

1.13ha.

1.25ha.

Block 26Stormwater Management

0.47ha.SWM

Medium Density Residential


Open Space

Park

1.95ha.



Existing

Existing Open Space

Proposed Gravel Pit

Block 23

Stormwater

1.09ha.



Existing Open Space

Management

Blk 27

Stormwater Management

Park


Sanitary Pumping Station

Roads

Open Space

Total

1-1920,21

22

24

112

25,2627

1.34

183

295

8.06

34.23

Development Setback (source: NRSI & RJ Burnside)

ADDITIONAL INFORMATION

SURVEYOR'S CERTIFICATE

I AUTHORIZE THE GSP GROUP INC. TO PREPARE AND SUBMIT THIS THIS DRAFT PLAN OF

DATE

Open SpaceBlock 15

0.19ha.

Pumping Stn.

InfiltrationBlock 16

Gallery

I CERTIFY THAT THE BOUNDARIES OF THE LAND TO BE SUBDIVIDED AND THEIR RELATIONSHIP

Stre

et

C

0.13ha.

0.05ha.

Sanitary

Res.

(UNDER SECTION 51(17) OF THE PLANNING ACT)

Residential

OWNER'S CERTIFICATE

i) Fluvial gravelly sand and gravel

INFORMATION REQUIRED BY CLAUSES a,b,c,d,e,f,g,j and l ARE AS SHOWN ON DRAFT PLAN.

k) All municipal services as required including sanitary sewers

0.40ha.

DATE

Block 7

SEP RUUSKA

h) Municipal water supply

SUBDIVISION TO AND SUBMIT THIS THIS DRAFT PLAN OF SUBDIVISION TO THE COUNTY OF BRANT.

TO THE ADJACENT LANDS ARE CORRECTLY SHOWN.

NOTES:

0.24ha.

Res.

KATHY DI SILVESTRO

1) TYPICICAL DAYLIGHTING TRIANGLES ARE 4.5m X 4.5m.

0.19ha.Block 13

Block 4


Block 9

Block 8Res.

Res.

Res.

Res.

0.0554-56Walkway

Block 28Walkway0.03ha.

Walkway0.02ha.

Block 17

30m WetlandSetback

30m WetlandSetback

30m WetlandSetback

Top of SlopeSetback

Top of SlopeSetback

RegionalFloodline

Top of SlopeSetback

Top of SlopeSetback

DRAFT PLANOF SUBDIVISION

0.20ha.ResidentialBlock 10

0.18ha.ResidentialBlock 11 Block 12

Residential

Block 9Res.

0.41ha.

Block 5Res.

0.43ha.

Res.Block 6

0.49ha.

Block 7Res.

Res.

0.53ha.

Block 80.61ha.0.59ha.

Block 9Res.

Stre

et

L

Stre

et

K

Stre

et

J

Stre

et

M

0.59ha.Residential

Block 11

2.09ha.

Stre

et

B

Residential

Block 17

Block 10

0.49ha.

0.24ha.

Block 19

0.16ha.

Block 16

Block 15

0.30ha.

Residential

Block 12

Res.

0.63ha.

Block 14

Residential

0.66ha.

0.30ha.

0.55ha.Res.

Street A

Block 20

1.51ha.

Stre

et

F

Residential

Block 6

Block 2Residential

Residential0.31ha.

0.12ha.

Block 3

Stre

et

D

Block 1

Block 5

0.20ha.

Block 11

0.18ha.

Residential

Block 3

0.29ha.

Street H

Res.

Res.

Res.

0.97ha.

Block 2

0.31ha.

Block 1Residential

Residential

0.19ha.

Res.

0.27ha.

Block 4

Block 2

0.24ha.

0.32ha.Residential

0.29ha.Residential

Block 3

Block 29Walkway0.02ha.

RiverHouse

Street J

Medium Density

0.66ha.Residential

Block 14

2.15ha.

Block 1Residential

0.67ha.

Block 13Residential

0.58ha.

Block 6Residential

1.09ha

Block 5Residential

ResidentialBlock 4

0.22ha.

Block 18

0.17ha.Residential

InnBlock 22

0.36ha.

Block 8Residential

0.09ha.

Block 7Residential

0.15ha.

Residential

LOTS/BLKS. UNITS

1.74

AREA (ha.)

1.256.5

2.39

ParkMedium Density Residential

Roads

Open Space

Total

1-111213

14,15

186126

312

5.07

17.02

0.0217Walkway0.0516Infiltration Gallery

Residential

LOTS/BLKS. UNITS

0.66

AREA (ha.)

2.44Medium Density ResidentialRoads

Total

1-1314 26

167

193

6.56

9.66

STAGE 1

STAGE 2

STAGE 3

Inn1.0923

Total 800 60.91

Stage 1

Stage 1

Stage 2

Stage 3

November 6, 2013

Paris Grand Estates Inc.

West and Ruuska Ltd

Appendix B

This

pag

e in

tent

iona

lly le

ft b

lank

fo

r 2-

side

d pr

intin

g pu

rpos

es

Appendix C

Appendix D

Sort Name M. ID Level Lr Limit. Value Land Use Height CoordinatesDay Le Ln Day Le Ln Type Auto Noise Type X Y Z

(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)1 73 Paris Links Rd ExistingOffsite 43.8 43.8 43.8 0.0 0.0 0.0 x Total 1.50 r 551058.37 4784294.87 244.551 83 West River Road ExistingOffsite 43.7 43.7 43.7 0.0 0.0 0.0 x Total 1.50 r 551250.10 4784372.68 241.091 85 West River Road ExistingOffsite 43.0 43.0 43.0 0.0 0.0 0.0 x Total 1.50 r 551320.66 4784342.83 239.501 95 West River Road ExistingOffsite 45.2 45.2 45.2 0.0 0.0 0.0 x Total 4.50 r 551402.73 4784535.37 244.011 113 West River Road (Conv. Barn) ExistingOffsite 44.1 44.1 44.1 0.0 0.0 0.0 x Total 4.50 r 551597.43 4784762.31 244.491 115 West River Road ExistingOffsite 43.0 43.0 43.0 0.0 0.0 0.0 x Total 1.50 r 551646.72 4784799.82 241.501 117 West River Road ExistingOffsite 42.5 42.5 42.5 0.0 0.0 0.0 x Total 1.50 r 551666.40 4784829.78 241.291 119 West River Road ExistingOffsite 42.0 42.0 42.0 0.0 0.0 0.0 x Total 1.50 r 551698.88 4784888.19 241.391 123 West River Road ExistingOffsite 43.2 43.2 43.2 0.0 0.0 0.0 x Total 1.50 r 551716.24 4784914.62 243.501 129 West River Road ExistingOffsite 41.5 41.5 41.5 0.0 0.0 0.0 x Total 1.50 r 551770.54 4785004.88 244.441 135 West River Road (Conv. Barn) ExistingOffsite 43.3 43.3 43.3 0.0 0.0 0.0 x Total 1.50 r 551855.40 4785169.08 246.861 Camp Tekahionwake (243 Grand River) ExistingOffsite 43.5 43.5 43.5 0.0 0.0 0.0 x Total 1.50 r 550293.21 4784392.24 247.502 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550837.87 4784568.00 255.272 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550809.72 4784543.92 255.402 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550779.60 4784522.92 256.182 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550719.99 4784478.37 258.862 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550689.66 4784457.37 257.402 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550747.78 4784505.52 258.602 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550660.74 4784435.88 257.482 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550630.64 4784414.49 258.162 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 551090.32 4784580.17 249.222 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 551107.42 4784534.33 248.822 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 551121.85 4784487.43 248.682 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 551028.29 4784613.85 249.702 Allowed Old Zoning ~ CurrentZoningR -88.0 -88.0 -88.0 0.0 0.0 0.0 x Total 4.50 r 550606.01 4784394.53 256.223 New Stage 2 Block 1 Perimeter (Up to 3 Storey) NewDevelopment 50.0 50.0 50.0 0.0 0.0 0.0 x Total 7.50 r 550594.59 4784384.18 258.793 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 46.4 46.4 46.4 0.0 0.0 0.0 x Total 4.50 r 550605.00 4784392.25 256.093 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 48.8 48.8 48.8 0.0 0.0 0.0 x Total 4.50 r 550630.54 4784414.52 258.163 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 47.4 47.4 47.4 0.0 0.0 0.0 x Total 4.50 r 550660.84 4784436.06 257.483 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 47.8 47.8 47.8 0.0 0.0 0.0 x Total 4.50 r 550689.82 4784457.39 257.403 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 48.5 48.5 48.5 0.0 0.0 0.0 x Total 4.50 r 550719.93 4784478.17 258.853 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 4.50 r 550750.68 4784501.07 258.453 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 49.2 49.2 49.2 0.0 0.0 0.0 x Total 4.50 r 550779.94 4784522.91 256.183 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 49.4 49.4 49.4 0.0 0.0 0.0 x Total 4.50 r 550809.84 4784543.91 255.403 New Stage 2 Block 1 Perimeter (2 Storey) NewDevelopment 49.6 49.6 49.6 0.0 0.0 0.0 x Total 4.50 r 550839.19 4784569.05 255.223 New Stage 2 Block 7 Perimeter (2 Storey) NewDevelopment 49.7 49.7 49.7 0.0 0.0 0.0 x Total 4.50 r 550852.82 4784581.08 254.623 New Stage 2 Block 5 Interior (Up to 3 Storey) NewDevelopment 46.5 46.5 46.5 0.0 0.0 0.0 x Total 7.50 r 550696.04 4784394.92 257.533 New Stage 2 Block 2 Interior (Up to 3 Storey) NewDevelopment 46.1 46.1 46.1 0.0 0.0 0.0 x Total 7.50 r 550663.35 4784375.38 257.083 New Stage 2 Block 2 Interior (Up to 3 Storey) NewDevelopment 45.7 45.7 45.7 0.0 0.0 0.0 x Total 7.50 r 550639.09 4784354.48 255.913 New Stage 2 Block 5 Interior (Up to 3 Storey) NewDevelopment 46.9 46.9 46.9 0.0 0.0 0.0 x Total 7.50 r 550725.36 4784417.16 258.613 New Stage 2 Block 5 Interior (Up to 3 Storey) NewDevelopment 47.5 47.5 47.5 0.0 0.0 0.0 x Total 7.50 r 550765.80 4784447.16 260.333 New Stage 2 Block 6 Interior (2 Storey) NewDevelopment 48.4 48.4 48.4 0.0 0.0 0.0 x Total 4.50 r 550860.23 4784524.46 254.56


(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)3 New Stage 2 Block 6 Interior (2 Storey) NewDevelopment 47.5 47.5 47.5 0.0 0.0 0.0 x Total 4.50 r 550873.79 4784477.81 254.133 New Stage 2 Block 9 Interior (2 Storey) NewDevelopment 48.6 48.6 48.6 0.0 0.0 0.0 x Total 4.50 r 550895.70 4784549.92 253.253 New Stage 2 Block 9 Interior (2 Storey) NewDevelopment 48.2 48.2 48.2 0.0 0.0 0.0 x Total 4.50 r 550912.03 4784532.06 252.973 New Stage 2 Block 9 Interior (2 Storey) NewDevelopment 48.0 48.0 48.0 0.0 0.0 0.0 x Total 4.50 r 550915.74 4784518.75 252.863 New Stage 2 Block 9 Interior (Up to 3 Storey) NewDevelopment 47.9 47.9 47.9 0.0 0.0 0.0 x Total 7.50 r 550919.34 4784507.09 255.723 New Stage 2 Block 9 Interior (Up to 3 Storey) NewDevelopment 47.4 47.4 47.4 0.0 0.0 0.0 x Total 7.50 r 550926.36 4784476.80 255.413 New Stage 2 Block 12 Med Density (4 Storey) NewDevelopment 45.7 45.7 45.7 0.0 0.0 0.0 x Total 10.00 r 550910.92 4784356.63 255.943 New Stage 2 Block 12 Med Density (6 storey) NewDevelopment 49.2 49.2 49.2 0.0 0.0 0.0 x Total 16.00 r 550864.27 4784313.37 261.174 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.8 49.8 49.8 0.0 0.0 0.0 x Total 4.50 r 550880.87 4784605.39 253.124 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.9 49.9 49.9 0.0 0.0 0.0 x Total 4.50 r 550910.79 4784628.63 251.674 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 50.0 50.0 50.0 0.0 0.0 0.0 x Total 4.50 r 550939.91 4784649.47 251.104 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.5 49.5 49.5 0.0 0.0 0.0 x Total 4.50 r 550969.83 4784671.37 250.714 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 4.50 r 550999.49 4784693.01 250.434 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.5 48.5 48.5 0.0 0.0 0.0 x Total 4.50 r 551029.41 4784713.58 250.174 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.6 48.6 48.6 0.0 0.0 0.0 x Total 4.50 r 551050.78 4784729.35 250.384 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.0 48.0 48.0 0.0 0.0 0.0 x Total 4.50 r 551062.54 4784737.09 249.934 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.1 48.1 48.1 0.0 0.0 0.0 x Total 4.50 r 551079.37 4784738.96 249.824 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 4.50 r 551096.73 4784732.82 250.134 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.2 49.2 49.2 0.0 0.0 0.0 x Total 4.50 r 551106.62 4784720.80 250.024 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 4.50 r 551118.61 4784683.05 249.604 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.6 48.6 48.6 0.0 0.0 0.0 x Total 4.50 r 551129.30 4784647.52 249.234 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 48.1 48.1 48.1 0.0 0.0 0.0 x Total 4.50 r 551140.25 4784611.72 248.864 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 47.6 47.6 47.6 0.0 0.0 0.0 x Total 4.50 r 551150.94 4784577.26 248.764 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 47.1 47.1 47.1 0.0 0.0 0.0 x Total 4.50 r 551161.73 4784542.11 248.704 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 46.6 46.6 46.6 0.0 0.0 0.0 x Total 4.50 r 551172.49 4784506.72 248.364 New Stage 3 Block 1 Perimeter (2 Storey) NewDevelopment 46.0 46.0 46.0 0.0 0.0 0.0 x Total 4.50 r 551183.08 4784471.19 247.334 New Stage 3 Block 2 Interior (2 Storey) NewDevelopment 48.9 48.9 48.9 0.0 0.0 0.0 x Total 4.50 r 550932.76 4784581.60 251.294 New Stage 3 Block 3 Interior (Up to 3 Storey) NewDevelopment 49.3 49.3 49.3 0.0 0.0 0.0 x Total 7.50 r 550963.43 4784603.17 253.364 New Stage 3 Block 3 Interior (Up to 3 Storey) NewDevelopment 49.5 49.5 49.5 0.0 0.0 0.0 x Total 7.50 r 550998.81 4784628.10 253.034 New Stage 3 Block 4 Interior (2 Storey) NewDevelopment 49.2 49.2 49.2 0.0 0.0 0.0 x Total 4.50 r 551030.25 4784650.49 249.794 New Stage 3 Block 4 Interior (2 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 4.50 r 551075.99 4784673.76 249.454 New Stage 3 Block 5 Interior (Up to 3 Storey) NewDevelopment 48.6 48.6 48.6 0.0 0.0 0.0 x Total 7.50 r 550938.87 4784556.00 254.544 New Stage 3 Block 5 Interior (Up to 3 Storey) NewDevelopment 48.3 48.3 48.3 0.0 0.0 0.0 x Total 7.50 r 550942.88 4784541.56 254.654 New Stage 3 Block 5 Interior (Up to 3 Storey) NewDevelopment 47.9 47.9 47.9 0.0 0.0 0.0 x Total 7.50 r 550949.28 4784516.39 254.884 New Stage 3 Block 5 Interior (Up to 3 Storey) NewDevelopment 47.4 47.4 47.4 0.0 0.0 0.0 x Total 7.50 r 550957.03 4784483.87 254.634 New Stage 3 Block 6 Interior (Up tp 3 Storey) NewDevelopment 48.9 48.9 48.9 0.0 0.0 0.0 x Total 7.50 r 550980.70 4784586.57 253.084 New Stage 3 Block 6 Interior (Up tp 3 Storey) NewDevelopment 48.2 48.2 48.2 0.0 0.0 0.0 x Total 7.50 r 550991.52 4784549.63 252.774 New Stage 3 Block 7 Interior (Up tp 3 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 7.50 r 551006.65 4784604.11 252.894 New Stage 3 Block 7 Interior (Up tp 3 Storey) NewDevelopment 48.4 48.4 48.4 0.0 0.0 0.0 x Total 7.50 r 551018.54 4784567.81 252.564 New Stage 3 Block 8 Interior (Up tp 3 Storey) NewDevelopment 49.3 49.3 49.3 0.0 0.0 0.0 x Total 7.50 r 551047.84 4784635.19 252.614 New Stage 3 Block 8 Interior (Up tp 3 Storey) NewDevelopment 49.0 49.0 49.0 0.0 0.0 0.0 x Total 7.50 r 551052.72 4784621.60 252.594 New Stage 3 Block 8 Interior (Up tp 3 Storey) NewDevelopment 48.4 48.4 48.4 0.0 0.0 0.0 x Total 7.50 r 551064.76 4784586.83 252.374 New Stage 3 Block 9 Interior (2 Storey) NewDevelopment 48.9 48.9 48.9 0.0 0.0 0.0 x Total 4.50 r 551077.25 4784651.17 249.39


(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)4 New Stage 3 Block 9 Interior (Up tp 3 Storey) NewDevelopment 49.1 49.1 49.1 0.0 0.0 0.0 x Total 7.50 r 551080.87 4784638.98 252.344 New Stage 3 Block 9 Interior (Up tp 3 Storey) NewDevelopment 48.5 48.5 48.5 0.0 0.0 0.0 x Total 7.50 r 551091.39 4784606.65 252.344 New Stage 3 Block 9 Interior (Up tp 3 Storey) NewDevelopment 48.0 48.0 48.0 0.0 0.0 0.0 x Total 7.50 r 551100.81 4784574.36 252.144 New Stage 3 Block 9 Interior (Up tp 3 Storey) NewDevelopment 47.5 47.5 47.5 0.0 0.0 0.0 x Total 7.50 r 551109.82 4784544.80 251.894 New Block 14 Med. Density (3 storey) NewDevelopment 45.6 45.6 45.6 0.0 0.0 0.0 x Total 7.50 r 551198.45 4784434.24 251.00

Name ID Type Oktave Spectrum (dB) SourceWeight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin

Central Plant (Crushing + Screening) CentralPP Lw 116.5 118.0 121.2 119.3 119.2 116.4 110.8 102.5 123.4 126.7 Novus LibraryExtraction Loader ExtractionLoader Lw 118.0 113.0 106.0 102.0 101.0 100.0 91.0 93.0 106.8 119.6 Novus Library (Measured CAT980H)Shipment Loader ShipmentLoader Lw 110.0 113.0 109.0 104.0 101.0 97.0 91.0 84.0 106.9 116.3 Novus Library (Meas CAT 950G)Pit Truck PitTruck Lw 107.0 108.0 109.0 108.0 107.0 105.0 100.0 96.0 111.8 115.5 Novus LibraryShipping Truck ShippingTruck Lw 106.0 100.0 98.0 100.0 100.0 96.0 88.0 78.0 103.4 109.1 Novus Library

Li 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 9.5

Name M. ID Result. PWL Lw / Li Correction Operating Time K0 Height CoordinatesDay Evening Night Type Value norm. Day Evening Night Day Special Night X Y Z

(dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (min) (min) (min) (dB) (m) (m) (m) (m)Central Process Plant (Crusher + Screen) CentralPP 123.4 123.4 123.4 Lw CentralPP 0.0 0.0 0.0 0.0 4.00 r 550862.10 4785252.52 248.32Shipment Loader (x3) CentralPP 111.7 111.7 111.7 Lw ShipmentLoader 4.8 4.8 4.8 30.00 30.00 30.00 0.0 3.00 r 550875.60 4785257.46 247.37

Name M. ID Result. PWL Result. PWL' Lw / Li Correction Moving Pt. SrcDay Evening Night Day Evening Night Type Value norm. Day Evening Night Number Speed

(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) Day Evening Night (km/h)Pit Trucks (10 per hour (20 passes)) Ph1_Lift1 108.1 108.1 108.1 80.0 80.0 80.0 PWL-Pt PitTruck 0.0 0.0 0.0 20.0 20.0 20.0 30.0Shipping Truck (50 per hour (100 passbys)) Ph1_Lift1 107.1 107.1 107.1 78.7 78.7 78.7 PWL-Pt ShippingTruck 0.0 0.0 0.0 100.0 100.0 100.0 30.0Extraction Loaders Ph1_Lift1 109.8 109.8 109.8 89.4 89.4 89.4 Lw ExtractionLoader 3.0 3.0 3.0Pit Trucks (10 per hour (20 passes)) ~ Ph8_Lift1 109.8 109.8 109.8 80.0 80.0 80.0 PWL-Pt PitTruck 0.0 0.0 0.0 20.0 20.0 20.0 30.0Extraction Loaders ~ Ph8_Lift1 109.8 109.8 109.8 83.8 83.8 83.8 Lw ExtractionLoader 3.0 3.0 3.0Shipping Truck (50 per hour (100 passbys)) ~ Ph8_Lift1 107.1 107.1 107.1 78.7 78.7 78.7 PWL-Pt ShippingTruck 0.0 0.0 0.0 100.0 100.0 100.0 30.0Shipping Truck (50 per hour (100 passbys)) ~ Ph8_Bottom 107.1 107.1 107.1 78.7 78.7 78.7 PWL-Pt ShippingTruck 0.0 0.0 0.0 100.0 100.0 100.0 30.0Pit Trucks (10 per hour (20 passes)) ~ Ph8_Bottom 111.1 111.1 111.1 80.0 80.0 80.0 PWL-Pt PitTruck 0.0 0.0 0.0 20.0 20.0 20.0 30.0Extraction Loaders ~ Ph8_Bottom 109.8 109.8 106.8 89.9 89.9 86.9 Lw ExtractionLoader 3.0 3.0 0.0

Appendix E

Paris Grand Estates | Transportation Impact Study | 170117 | September 2017

Paradigm Transportation Solutions Limited | Page 21

Figure 4.3a: 2030 AM Peak Hour Total Traffic Forecasts

Paris Grand Estates | Transportation Impact Study | 170117 | September 2017

Paradigm Transportation Solutions Limited | Page 22

415Figure 4.3b: 2030 PM Peak Hour Total Traffic Forecasts

Grand A/B St. A/C St. D St. F St. G St. East ofRiver to to to to to to M St.A/B St. A/C St. D St. F St. G St. M St.

AM Peak Hour 2030 582 432 378 363 326 213 51PM Peak Hour 2030 688 562 492 473 425 279 68

AADT Est from AM Peak Hour 2030 6402 4752 4158 3993 3586 2343 561AADT Est from PM Peak Hour 2030 6880 5620 4920 4730 4250 2790 680Average 6641 5186 4539 4362 3918 2567 621

PARIS.TXTSTAMSON 5.0 NORMAL REPORT Date: 29‐09‐2017 14:36:20MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: PARIS.te Time Period: Day/Night 16/8 hoursDescription: Paris Grand highest AADT

Road data, segment # 1: Paris Link (day/night)‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐Car traffic volume : 5856/651 veh/TimePeriod *Medium truck volume : 60/7 veh/TimePeriod *Heavy truck volume : 60/7 veh/TimePeriod *Posted speed limit : 50 km/hRoad gradient : 0 %Road pavement : 1 (Typical asphalt or concrete)

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

24 hr Traffic Volume (AADT or SADT): 6640 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.00 Heavy Truck % of Total Volume : 1.00 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: Paris Link (day/night)‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐Angle1 Angle2 : ‐90.00 deg 90.00 degWood depth : 0 (No woods.)No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface)Receiver source distance : 15.00 / 15.00 mReceiver height : 1.50 / 4.50 mTopography : 1 (Flat/gentle slope; no barrier)Reference angle : 0.00

�Results segment # 1: Paris Link (day)‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Source height = 1.00 m

ROAD (0.00 + 58.81 + 0.00) = 58.81 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐90 90 0.66 60.27 0.00 0.00 ‐1.46 0.00 0.00 0.00 58.81‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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PARIS.TXTSegment Leq : 58.81 dBA

Total Leq All Segments: 58.81 dBA

�Results segment # 1: Paris Link (night)‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Source height = 1.01 m

ROAD (0.00 + 52.50 + 0.00) = 52.50 dBAAngle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐90 90 0.58 53.83 0.00 0.00 ‐1.33 0.00 0.00 0.00 52.50‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Segment Leq : 52.50 dBA

Total Leq All Segments: 52.50 dBA

�

TOTAL Leq FROM ALL SOURCES (DAY): 58.81 (NIGHT): 52.50��

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