West Transitway Extension Project Holly Acres...

127 Walgreen Road, Ottawa, Ontario K0A 1L0 Tel.: (613) 836-0934 ♦ Fax: (613) 836-8183 ♦ www.gradientwind.com

REPORT: GmE 09-004-Final

Prepared For:

Robert Hunton McCormick Rankin Corporation

1145 Hunt Club Road, Suite 300 Ottawa, Ontario

K1V 0Y3

Prepared By:

Vincent Ferraro, M.Eng., P.Eng. Adam Welburn, Senior Technologist, Project Manager

Jeremy Charbonneau, M.A.Sc.

August 5, 2011

West Transitway Extension Project Holly Acres Road to Moodie Drive

Ottawa, Ontario Environmental Noise, Air Quality & Ground Vibrations

Existing and Future Conditions Report

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions i

EXECUTIVE SUMMARY

Planning is underway by the City of Ottawa to extend the West Transitway network from Holly

Acres Road to Moodie Drive. This report summarizes the existing and predicted future

environmental conditions for noise, air quality and ground vibrations produced by local

roadway vehicle traffic. Our work is based on the preferred Transitway route, which lies

parallel to Highway 417 along its northern shoulder, and features grade separations at Holly

Acres Road and Moodie Drive.

The existing and future conditions for noise, air quality and ground vibrations provided in this

report are compared to the City of Ottawa’s Environmental Noise Control Guidelines (ENCG),

provincial guidelines set forth by the Ministry of the Environment of Ontario (MOE), and

vibration guidelines for human perception and structural damage thresholds based on the

International Standards Organization (ISO). In specific terms, the key findings are as follows:

Traffic Noise:

The calculated Existing sound levels at most outdoor living spaces within the study area fall

below the criteria limit of 60 dBA set forth by the ENCG. The existing conditions analysis also

reveals that some receptor locations currently experience sound levels that exceed the 60 dBA

criteria.

As a starting point, in an effort to isolate the noise impacts from the proposed Transitway, a

comparison of the Existing Conditions (EC) and the Future Do Nothing scenario (FDN -

horizon year of 2031, Transitway not constructed) was performed. This comparison indicates

that future sound levels, up to the project’s horizon year of 2031, would increase by as much as

3 dBA as a result of the natural growth of traffic volumes on the adjacent Highway 417 and

surrounding city streets. The FDN scenario also accounts for the increased demand on public

transit; assuming that future bus traffic would continue to use Highway 417. Although the

predicted sound levels for all receptor locations increase in the FDN scenario, only one FDN

receptor location is added to the list of EC locations where the ENCG criteria are exceeded.

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions ii

Further to isolating the impacts of the proposed Transitway, a comparison of the FDN and

Future Transitway Constructed scenario (FTC - which includes the presence of a Transit

Terminal near Moodie Drive) was also performed. This comparison reveals that the

contribution of the proposed Transitway to local environmental noise will be insignificant, as

compared to future Highway noise, and that mitigation at existing residential properties is not

warranted as a result of this Transitway expansion project. Furthermore, an investigation of the

proposed Transit Station has revealed that the predicted sound levels from this source would be

lower than the limits required by the MOE for stationary sources of noise. As such, the sound

produced by the Transit Station is not an influential factor for the selection of its location.

Although not warranted, mitigation options have been investigated to assess the scope,

performance, and feasibility of the attenuation measures required to reduce noise levels within

the adjacent residential community. GmE ’s investigation revealed that 6 dBA reductions at

some first-row receptors are achievable with the construction of 4 meter tall sound barriers.

Notably, the affected areas are not eligible for noise abatement under the City of Ottawa’s

Local Improvements policy, since the primary noise source is Provincial Highway 417. In

addition, a Noise Barrier Retrofit Study1, performed by the Ministry of Transportation of

Ontario concluded that:

“Noise barriers would meet the minimum Ministry requirement for reducing sound levels

for homes located closest to the noise barriers.

A number of the homes are located some distance from the Highway. Noise walls are only

effective for relatively short distances and thus the construction of the walls would be of no

benefit for those homes.

Due to the relative location of the homes, the length of walls required for a greater than 3

dBA sound level reductions, results in these sites having a low benefit cost compared to

more favourable sites in Ontario”.

1 Noise Barrier Retrofit Study, Highway 417, City of Ottawa, West of Holly Acres Drive – Site 1 - B, East of Holly Acres Drive – Site 1 - C, North Side, November 28, 2008, Chris T. Blaney, Senior Environmental Planner - Acoustics, Ministry of Transportation of Ontario.

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions iii

Air Quality:

Existing and predicted future pollutant levels (produced by roadway vehicle emissions) fall

significantly below the MOE recommended standards for all pollutants studied, which include

carbon monoxide (CO), hydrocarbons (HC), nitrogen oxides (NOX) and suspended particulate

matter (PM). Despite the future growth in roadway traffic volumes, future ambient air quality

conditions will not increase significantly due to expected improvements to vehicle emission

control technologies.

Ground Vibrations:

Existing ground vibrations from roadways and bus activities within the study area are generated

and propagate with sufficient intensity to be perceptible to humans in some locations. While the

introduction of grade separations is expected to limit vibrations caused by stopping and starting

buses at Holly Acres Road and Moodie Drive, the introduction of a Transit Terminal will

generate new vibrations. Given the amplitude decay observed between measured locations, the

continuous surficial geology in the area (clay, silt, sand mixture), and a distance of

approximately 250 meters (minimum) between the Transit station and the nearest residences,

ground vibrations levels ranging between 0.1 and 0.2 mm/s are expected. These levels will be

perceptible; however, will fall significantly below the typical annoyance threshold of 1.0 mm/s,

and significantly below the threshold for cosmetic building damage.

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions iv

Impacts of Construction:

Many areas along the proposed Transitway route will experience some degree of air quality,

noise, and vibration impacts during construction. In most cases, however, the occurrences will be

intermittent with short cycles of activity, which can be controlled to some extent. Many areas

along the proposed Transitway route will experience some degree of air quality, noise, and

vibration impacts during construction. In most cases, however, the occurrences will be

intermittent with short cycles of activity, which can be controlled to some extent.

During construction of the Transitway, it is the responsibility of the Contractor to: (i) minimize

the nuisance of dust during construction, with the intent of satisfying the requirements of Ontario

Regulation 419/05 for dust emissions; and (ii) adhere to the City of Ottawa Noise Bylaw 2004-

2532 relating to construction activities.

Furthermore, we recommend that The Contractor refer to and follow Ministry of the Environment

Guidelines MOE NPC-1153, MOE NPC-1184 for noise, as well as MOE publications NPC-1195

and NPC-2076 for ground vibrations.

2 City of Ottawa, Noise By-law ByLaw NO. 2004-253 3 MOE, Model Municipal Noise Control By-Law, NPC-115 Construction Equipment, August 1978 4 MOE, Model Municipal Noise Control By-Law, NPC-118 Motorized Conveyances 5 MOE, Model Municipal Noise Control By-Law, NPC-119 Blasting, August 1978 6 MOE, Model Municipal Noise Control By-Law, NPC-207 Vibration Limits for Frequent Impulses, Nov. 1983

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions v

TABLE OF CONTENTS

PAGE

1. INTRODUCTION 1

2. TERMS OF REFERENCE 1

3. OBJECTIVES 2

4. METHODOLOGY 2

4.1 Roadway Traffic Noise 3 4.1.1 Background and Criteria 3 4.1.2 Roadway Noise Impact Assessment Procedure 5 4.1.3 Transit Terminal Noise Modelling 8

4.2 Air Quality 9 4.2.1 Background and Criteria 9 4.2.2 Air Quality Assessment Procedure 10 4.2.3 Transit Terminal Air Quality Impacts Modelling 12

4.3 Ground Vibrations 13 4.3.1 Background and Criteria 13 4.3.2 Ground Vibrations Measurement Procedure 15

5. RESULTS 16

5.1 Roadway Noise 16 5.1.1 Noise Barrier Performance 20

5.2 Predicted Impact of the Transit Terminal 21

5.3 Air Quality 22

5.4 Ground Vibrations 24

5.5 Impacts of Construction 25

6. SUMMARY AND CONCLUSIONS 27

FIGURES

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions v

LIST OF APPENDICES

APPENDIX A: NOISE MODELLING – EXISTING INPUT AND OUTPUT DATA FOR STAMSON 5.04

APPENDIX B: NOISE MODELLING – FUTURE DO NOTHING (FDN) INPUT AND OUTPUT DATA FOR STAMSON 5.04

APPENDIX C: NOISE MODELLING – FUTURE TRANSITWAY INPUT AND OUTPUT DATA FOR STAMSON 5.04

APPENDIX D: TRAFFIC NOISE MODELLING - NOISE BARRIER INVESTIGATION

APPENDIX E: STATIONARY NOISE SOURCE MODELLING – PROPOSED MOODIE DRIVE TRANSIT STATION

APPENDIX F: INDEPENDENT TRAFFIC STUDY

APPENDIX G: AIR QUALITY MODELLING – EXISTING CONDITIONS INPUT AND OUTPUT DATA FOR CAL3QHC

APPENDIX H: AIR QUALITY MODELLING – FUTURE CONDITIONS INPUT AND OUTPUT DATA FOR CAL3QHC

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions Page 1

1. INTRODUCTION

Gradient Microclimate Engineering Inc. (GmE) was retained by McCormick Rankin

Corporation (MRC) to conduct studies as part of an Environmental Assessment for the proposed

expansion of the West Transitway network from Holly Acres Road to Moodie Drive in Ottawa,

Ontario. The scope of work within our mandate includes the assessment of noise, air quality

and ground vibrations produced by roadway vehicles, for existing conditions and for future

conditions associated with the completion of this proposed Transitway segment. The

assessment of future conditions also includes the impacts associated with a Transit Terminal.

Our work is based on theoretical prediction methods and measurement techniques consistent

with City Of Ottawa and Ministry of the Environment requirements, as well as digital mapping,

route alignment data and roadway traffic volumes provided by MRC.

2. TERMS OF REFERENCE

The proposed expansion of the West Transitway network has been identified by the City of

Ottawa’s Transportation Master Plan as a key project to accommodate population growth in

west Ottawa. The proposed expansion between Holly Acres Road and Moodie Drive will

address the need for more public transit availability; and will improve traffic conditions along

the adjacent section of Highway 417 by removing public transit traffic from that highway.

As part of the process to determine the preferred configuration of the proposed Transitway,

several intermediate studies were conducted by GmE which included:

“Holly Acres to Moodie Drive Transitway Extension: Comparison of Proposed Corridor

Alignments”, February 3, 2010;

“West Transitway Extension Project, Holly Acres Road to Moodie Drive, Environmental

Noise, Air Quality & Ground Vibrations, Existing Conditions Report”, February 3, 2010;

“West Transitway Extension Project, Field Noise Measurements”, February 4, 2010; and

“Holly Acres to Moodie Drive Transitway Extension, Comparison of Future Noise Barrier

Options”, July 27, 2010.


In addition to the noted studies, GmE also performed an informal analysis to determine the

noise impacts of grade separated versus at-grade options for intersections at Holly Acres Road

and Moodie Drive. The results of the noted studies support the currently proposed

configuration of the Transitway, which lies parallel to Highway 417 along its northern

shoulder, and features an above-grade separation at Holly Acres Road, a below-grade

separation at Moodie Drive, and a Transit Terminal just east of Moodie Drive.

3. OBJECTIVES

The primary objectives of this study are to: (i) summarize the current state of noise, air quality

and ground vibrations within the study area, as influenced by roadway traffic; (ii) predict future

conditions, for the same environmental concerns, associated with the construction of the

proposed Transitway and Transit Terminal; (iii) compare the predicted future conditions to

standards set forth by the City of Ottawa, the Ministry of the Environment of Ontario, and the

International Standards Organization; and (iv) provide an assessment of future mitigation

considerations.

4. METHODOLOGY

The analysis of existing and future noise levels, air quality and ground vibrations requires a

combination of computational modelling (based on site-specific environmental data), physical

site measurements, and interpretation of gathered data. Results for noise, air quality and ground

vibrations are compared to established local guidelines from the City of Ottawa7, provincial

guidelines set forth by the Ministry of the Environment of Ontario8 (MOE), and specifically for

ground vibrations, criteria for human tolerances and structural damage thresholds. These

comparisons form the basis for determining future impacts.

7 SS Wilson, City of Ottawa Environmental Noise Control Guidelines, May 2006 8 Noise Assessment Criteria in Land Use Planning, Publication LU131, Ministry of The Environment, Oct. 1997.


4.1 Roadway Traffic Noise

4.1.1 Background and Criteria

Vehicular traffic along Highway 417 is the primary contributor to environmental noise within

the study area. The noise is generated by a combination of engine and brake operation from

vehicles, as well as from the interaction of vehicle tires with the roadway surface; an effect that

increases proportionally with speed. The quantification of roadway noise is based on the

decibel unit, dBA, which is a logarithmic value referenced to a standard sound pressure level

(210-5 Pascal's). The ‘A’ suffix refers to a weighting scale that represents how sound is

perceived by humans. Within this scale, a doubling of sound power at the source results in a

3 dBA increase in measured sound pressure at the receiver, which is just perceptible to most

people. An increase of 10 dBA is usually perceived to be twice as loud.

The sound levels produced by roadway vehicles are expressed in terms of the equivalent sound

level, LEQ, for daytime and nighttime periods. The LEQ provides an average measure of the sound

levels produced by vehicle traffic. It is defined as the continuous sound level that has the same

total energy as an averaged sound level over a selectable period of time. For roadways in the City

of Ottawa, the LEQ is calculated on the basis of a 16 hour daytime (07:00-23:00) / 8 hour

nighttime (23:00-07:00) split (LEQ16hr). In contrast, the Ministry of Transportation of Ontario

(MTO) uses a 24-hour equivalent sound level (24hr LEQ) for its analyses. The LEQ24hr combines

the ‘16-hr’ daytime and ‘8-hr’ nighttime levels, often resulting in values slightly lower than the

daytime levels calculated for LEQ16hr.

Section 2.3 of the ENCG9 (Sound Level Criteria for Capital Works Projects), contains the

applicable sound level criteria, guidelines and other requirements for new construction,

reconstruction and widening of City roads and rapid transit corridors within the City of Ottawa.

This section identifies Outdoor Living Areas (OLAs) as critical areas that require assessment and

control. The OLA is defined as a receiver point located 3 meters (m) from the centre of a building

façade; measured perpendicularly from the surface, at a height of 1.5 m above the ground.

9 City of Ottawa Environmental Noise Control Guidelines, City of Ottawa, April 2006, Page 46.


The objective for outdoor sound levels is the higher of the LEQ16hr 55 dBA or the LEQ16hr ambient

sound level that may prevail at the start of project construction (referred to as the “established

ambient”). The significance of a noise impact (also referred to as the “excess” or “change”) is

quantified by comparing the future sound levels with the higher of the LEQ16hr 55 dBA and/or the

established ambient sound level. Where the future sound level exceeds LEQ16hr 55 dBA and the

increase in the sound levels above the established ambient exceeds 5 dBA, the City will

investigate the feasibility of noise control measures within the right-of-way and introduce

appropriate measures such that, where feasible, a minimum attenuation (averaged over the first

row of receivers) of 6 dBA can be achieved. If the future sound level is greater than LEQ16hr

55 dBA and less than or equal to LEQ16hr 60 dBA, and the excess or change in sound level above

the established ambient is:

Less than 5 dBA, then no mitigation is required; or,

Exceeds 5 dBA, then mitigation options are to be explored.

If the future sound level is greater than LEQ16hr 60 dBA, and the excess or change in sound level

above the established ambient is less than 5 dBA, the feasibility of noise control measures within

the right-of-way will be investigated under the City of Ottawa’s Local Improvements policy and

guidelines. The following Table 1 (extracted from the ENCG Table 2.1) summarizes the

applicable noise criteria for OLAs.

TABLE 1: SUMMARY OF APPLICABLE SOUND LEVEL CRITERIA

FUTURE NOISE LEVEL

16hr LEQ

CHANGE ABOVE

AMBIENT, dBA

IMPACT RATING

MITIGATION

Greater than

55 dBA

and less than or equal to

60 dBA

0-3 Insignificant None

3-5 Noticeable None

5-10 Significant Investigate noise control measures to achieve retrofit criteria

(minimum attenuation 6 dBA) 10+ Very Significant

Greater than

60 dBA

0-3 Insignificant

Investigate noise control measures to achieve retrofit criteria

(minimum attenuation 6 dBA)

3-5 Noticeable

5-10 Significant

10+ Very Significant


Similar to the ENCG, the MTO has produced a set of noise guidelines which apply to provincial

highways in Ontario10. In contrast to the ENCG, the MTO method compares the Future

Transitway Constructed (FTC) scenario to the Future do Nothing (FDN) scenario. This method is

designed to isolate future noise increases over specific sources. To ensure that the intentions of

both methods are respected, the LEQ16hr will be used to calculate noise levels, while future

comparisons of noise levels will consider the FTC vs. the FDN scenarios.

Section 3.2.1 of the ENCG (Exclusions and Limitations) states that residential properties with

noise concerns expressed, due to railway or provincial highway sources, are not eligible for

consideration as a noise abatement – Local Improvement, as the City does not have authority

over such noise sources. However, these concerns will be referred to the appropriate agency or

authority.

4.1.2 Roadway Noise Impact Assessment Procedure

The process by which the future impacts of new roadways are determined involves performing

and comparing noise calculations and predictions for multiple scenarios that include:

Existing Conditions (EC - base year of 2010).

Future Do Nothing (FDN – horizon year of 2031). This scenario assumes that the

Transitway is not built, and that traffic volumes on all studied roadways increase by 3%

per year up to 2031. This scenario also assumes that the number of buses expected to use

the Transitway continue to travel along Highway 417.

Future Transitway Constructed – No Barriers (FTC). This scenario represents the worst

case for the horizon year of 2031 in which the Transitway is constructed without noise

barriers.

When compared, the data from these scenarios provides a relative comparison that uses the

FDN data as a baseline to determine the future Transitway’s impact. Roadway noise

calculations and predictions were performed with the assistance of the MOE road noise

analysis program STAMSON 5.04. This program calculates sound levels based on: (i) Annual

Average Daily Traffic (AADT) volumes; (ii) heavy vehicle mix data; (iii) source-receiver

10 Ministry of Transportation of Ontario, Environmental Guide for Noise, October 2006.


distances; (iv) roadway exposure angles; (v) intermediate ground surface characteristics; and

(vi) source-receiver ground elevation data. The use of this program satisfies MOE and City of

Ottawa11 requirements for existing and future sound level calculations.

The influential roadways considered in this study include Highways 416 and 417, Moodie

Drive, Holly Acres Road, Corkstown Road and Carling Avenue. Vehicular traffic volumes for

these roadways were obtained from the City of Ottawa through MRC, while traffic data for

Highway 417 was determined by MRC through an independent study (Appendix F). The

following Table 2 summarizes the traffic volumes used in this assessment. The 2010 AADT

values for City roads were calculated by applying an average annual growth rate of 3% to the

most recent available counted traffic volumes. A daytime/nighttime split of 92% / 8% was used

for each roadway segment, as well as a vehicle mix of 7% and 5% for medium sized and heavy

vehicles, respectively, on surrounding streets. A vehicle mix of 1.3% medium trucks and 3.8%

heavy trucks was used for Highway 417, as indicated in Appendix F.

TABLE 2: AADT VOLUMES FOR INFLUENTIAL ROADWAYS

ROADWAY 2010 TRAFFIC

VOLUME 2031 FUTURE DO NOTHING

2031 PROJECTED TRAFFIC VOLUME

Highway 417 (East of Highway 416) 148,400 231876 231876

Highway 417 (West of Highway 416) 123,760 193376 193376

Existing Bus Traffic Along Highway 417 1,000 2200 - -

Holly Acres Road 9,801 18234 18234

Corkstown Road 4,050 4050 4050

Carling Avenue 21,186 39413 39413

Moodie Drive 22,643 42123 42123

New Transitway Bus Traffic - - - - 2200*

* The Transitway bus volumes were provided by MRC, along with an estimated daytime/nighttime split of 77% / 13%.

11 City of Ottawa Environmental Noise Control Guidelines, City of Ottawa, April 2006.


Highway 416 was not included as an independent noise source for this study. Instead, since all

of the vehicle traffic on Highway 416 either originates from or travels through the 417 / 416

interchange, the traffic volumes were combined and represented only by the Highway 417

geometry. This modelling approach provides a conservative representation of noise levels,

since it places Highway 416 traffic noise in closer proximity to the study area. In addition, for

both the existing and future conditions, the AADT traffic volume for Corkstown Road was

artificially increased to 4,050. This increase was necessary to meet STAMSON’s minimum

AADT input requirement.

Noise levels for each scenario were calculated at twenty-five (25) receptor locations within the

study area. Figure 1 illustrates the complete study area, while Figures 2A and 2B more closely

illustrate the noise receptor locations (orange circles). These receptor locations were selected to

represent outdoor living spaces to characterize noise dissipation with distance, and to determine

the effects of local topography.

The FDN scenario assumes that the demand for public transit will grow, regardless of transit

network improvements. In this scenario it is estimated that, on a daily basis, a total of 2200

buses will travel along the eastbound and westbound lanes of Highway 417 between Holly

Acres Road and Moodie Drive. Of that number, 1300 will merge onto the 417 via the Holly

Acres Road westbound onramp, travel west along the right lane, and exit the 417 at the Moodie

Drive off-ramp. The remaining 900 buses travelling on the eastbound lane of Highway 417 will

be mixed into the predicted traffic volume by increasing the medium truck percentage

to 2.15%.


4.1.3 Transit Terminal Noise Modelling

The construction of a Transit Terminal is planned along the proposed Transitway route, just

east of Moodie Drive. According to the ENCG, Transit Terminals must be treated as stationary

noise sources, and are subject to the stationary noise source criteria stated in Section 1.5 of the

ENCG. Noise levels that exceed the ambient levels at sensitive receptors are subject to the

mitigation requirements stated in Table 1.12 of the ENCG12. More specifically, if the equivalent

hourly predicted sound level exceeds the higher of either: (i) the ambient noise level; or (ii) an

LEQ1hr of 50 dBA (daytime) or LEQ1hr 45 dBA (nighttime), mitigation would be required.

Stationary noise source modelling was performed using SPM 9613 v2, a software package that

implements the International Standards Organization (ISO) Standard 9613 Parts 1 and 2, for

environmental noise propagation modelling. This program is capable of representing three-

dimensional surfaces and first reflections of sound waves over a suitable spectrum for human

hearing. The Transit Terminal was modelled to include the effects of bus idling, acceleration

and deceleration activities for the same receptor locations used in the STAMSON analysis.

The noise sources within the model were calibrated based on measured sound pressure levels of

similar bus activities at an existing OC-Transpo Transit Terminal in Ottawa, Ontario.

Since a public address (PA) system and mechanical equipment (i.e. exhaust fans, pumps or

emergency generators) are not part of the current Transit Terminal design, these items have been

omitted from the stationary noise source analysis. Details of the field noise measurements of

buses, the stationary noise source modelling procedure, as well as input and output data from

SPM9613, are provided in Appendix E.

12 City of Ottawa Environmental Noise Control Guidelines, City of Ottawa, April 2006.


4.2 Air Quality


The assessment of ambient air quality requires determining the concentration of a pollutant at a

particular location; measured in either parts per million (ppm) or micrograms per cubic meter

(μg/m3). The resulting concentrations are compared to clean air standards that have been set by

the Ontario Ministry of the Environment’s (MOE) Standards Development Branch. The

standards include a set of air quality criteria for pollutants commonly produced by roadway

vehicle traffic; including Carbon Monoxide (CO), Hydrocarbons (HC), Oxides of Nitrogen

(NOx), and Particulate Matter (PM), in addition to other secondary compounds. There are two

primary sets of standards and guidelines that include:

(i) The Ambient Air Quality Criteria (AAQC)13 are the Ministry’s targets for clean air from

all sources of pollutants; including transit, transportation, and industrial faculties when

considered with other sources.

(ii) Ontario Regulation 419: Air Pollution – Local Air Quality Standards (O. Reg. 419)14,

are the legal limits for single or multiple sources falling within a single property, such

as an industrial facility.

AAQC and O. Reg. 419 are effect-based concentration levels for individual pollutants in air,

with variable averaging periods for each pollutant. Averaging periods vary from one hour to

twenty-four hours, according to the relevant impacts of each pollutant on people and the

environment. For example, CO has acute health effects (poisoning) and a corresponding short

averaging period of one-half hour. PM, on the other hand, has an averaging period of 24-hours

to account for the known long term respiratory effects. The AAQC and O. Reg. 419 standards

for representative pollutants are listed in Table 3 below, with the averaging period for each

pollutant indicated in parenthesis.

13 Standards Development Branch, Ontario Ministry of the Environment, Ontario’s Ambient Air Quality Criteria (AAQC), February 2008. 14 Standards Development Branch, Ontario Ministry of the Environment, Summary of Standards and Guidelines to Support Ontario Regulation 419: Air Pollution – Local Air Quality, February 2008


TABLE 3: AMBIENT AIR QUALITY CRITERIA AND O. REG. 419 STANDARDS

POLLUTANT AAQC (μg/m3) O. Reg. 419 (μg/m3) LIMITING EFFECT

CO 36200 (1 hr) 15700 (8 hr) 6000 (1/2 hr) Health

HC 2500 (24 hr) 2500 (24 hr) Health

NOx 400 (1 hr) 200 (24 hr) 400 (1 hr) 200 (24 hr) Health

(PM10, < 10μm) 50 (24 hr) Not Available Health

(PM2.5, < 2.5μm) 30 (24 hr) Not Available Health

4.2.2 Air Quality Assessment Procedure

Using peak hour traffic volumes, an assessment of air quality was performed for common

vehicle pollutants; including carbon monoxide (CO), nitrogen oxides (NOX), total

hydrocarbons (HC), and suspended particulate matter (PM). This information was input into a

computer model of the study area, including all major intersections with significant vehicle

traffic. Twenty-five (25) receptors, matching the noise measurement locations (Figures 2A and

2B), were selected to determine the worst-case one-hour concentrations during peak traffic

periods of both the morning and afternoon. Wind probabilities for the Ottawa area were then

combined with the pollutant data to determine statistical levels of pollutant concentrations

occurring in the study area. The computer model used for the evaluation, CAL3QHC,

incorporates vehicle counts, characteristics of signalized intersections, relevant atmospheric

parameters and pollutant dispersion characteristics to calculate pollutant concentrations at

specified points.

Similar to the impacts considered for the noise assessment, future peak traffic volumes were

determined with the use of a 3% annual growth rate for a conservative prediction of expected

air quality impacts.

Modelling of the future air quality conditions was carried out using updated parameters that

included increased traffic volumes for the model year 2031, the addition of the proposed new

Transitway segment, and the estimated 2031 emission factors. The emission factors used for the

air quality modelling are provided in Tables 4A and 4B on the following page.


TABLE 4A: EXISTING VEHICULAR EMISSION FACTORS

POLLUTANT

Emission Factors 2008

FLEET

(g/veh-mi)

FLEET IDLING

(g/veh-hr)

BUS

(g/veh-mi)

BUS IDLING

(g/veh-hr)

CO 6.40 332.00 4.407 229.00

HC 0.63 19.50 0.411 12.70

NOx 1.03 8.74 6.813 57.80

PM10 0.035 2.68 0.110 8.35

PM2.5 0.031 2.358 0.096 7.348

TABLE 4B: FUTURE VEHICULAR EMISSION FACTORS

POLLUTANT

Emission Factors 2031

FLEET

(g/veh-mi)

FLEET IDLING

(g/veh-hr)

BUS

(g/veh-mi)

BUS IDLING

(g/veh-hr)

CO 4.28 119.50 0.48 N/A

HC 0.42 6.83 0.12 N/A

NOx 0.30 2.19 1.05 N/A

PM10 0.031 1.29 0.031 N/A

PM2.5 0.027 1.135 0.027 N/A

As shown in Tables 4A and 4B, while traffic volumes are expected to increase up to the

project’s horizon year, current trends indicate that emission factors will decrease due to

improved pollution control technologies, resulting in lower overall vehicle emissions15.

Current ambient concentration levels for the noted pollutants were obtained from the MOE

permanent monitoring station at 960 Carling Avenue in Ottawa, Ontario. These values represent

conservative estimates of the 90th percentile ambient levels existing in the study area. The 90th

percentile for each major vehicle emission is included in Table 5 below. This data indicates that,

for 90% of the time, the actual background concentrations will fall below the levels stated in

Table 5. Unless noted otherwise, the concentration units are in micro-grams per cubic meter

(μg/m3). This information was used during the modelling process to account for existing pollutant

levels prior to the addition of traffic effects.

15 Updated Estimate of Canadian On-Road Vehicle Emissions for the Years 1995-2020, by Senes Consultants Ltd & Air Improvement Resource Inc., prepared for Environment Canada, 2002.


TABLE 5: AMBIENT AIR QUALITY BACKGROUND LEVELS

POLLUTANT BACKGROUND

(μg/m3) LIMITING EFFECT

Carbon Monoxide (CO) 380 Health

Hydrocarbons (HC) 1* Health

Oxides of Nitrogen (NOx) 43 Health

Particulate Matter (PM10, < 10μm) Unavailable Health

Particulate Matter (PM2.5, < 2.5μm) 13 Health

*Point of Impingement Limit (AAQC unavailable)

Given the numerous environmental, technological and sociological influences that will dictate

future ambient conditions, they are assumed to be the same as for the existing conditions

indicated in Table 5.

4.2.3 Transit Terminal Air Quality Impacts Modelling

Idling buses at Transit Terminals are of particular concern from an air quality perspective, since

emission factors can reach significantly higher levels than those of the on-road, driving

conditions. Emission factors for idling transit vehicles were not available for the project horizon

year; therefore Transit Terminals were modelled using the idling bus emission data from the 2008

emission data (Table 4A). This approach is assumed to be representative of the worst case

scenario in which existing transit technology is still used in the horizon year. For the purpose of

modelling idling buses, the terminal was included in the CAL3QHC model in a manner similar to

a roadway intersection, where vehicles stop and idle for variable periods.


4.3 Ground Vibrations


A Transitway can produce perceptible levels of ground vibrations, especially when in close

proximity to residential neighbourhoods. Similar to sound waves in air, vibrations in solids are

generated at a source, propagated through a medium, and intercepted by a receiver. In the case of

ground vibrations, the medium can be uniform or, more often, a complex layering of soils and

rock strata.

Also, similar to sound waves in air, ground vibrations produce perceptible motions and

regenerated noise known as ‘ground-borne noise’ when the vibrations encounter a hollow

structure such as a building. Ground-borne noise and vibrations are generated when there is

excitation of the ground, generated from the repetitive motion of wheels on a track or rubber tires

passing over an uneven roadway surface. The resulting waves propagate through the soil until

they encounter a building, where they pass along the structure from the foundation to higher

floors. Air inside the building is excited by the vibrating walls and floors, and creates regenerated

airborne noise. Characteristics of the soil and the building dictate the tone and intensity of the

noise, thereby creating a noise signature that is unique to that structure and soil combination.

Human response to ground vibrations is dependent on the magnitude of the vibrations, which is

measured by the root mean square (RMS) of the movement of a particle on a surface. Typical

units of ground vibration measures are millimeters per second (mm/s), or inches per second

(in/s). Since vibrations can vary over a wide range, it is also convenient to represent them in

decibel units of velocity (dBV). The threshold level of human perception to vibrations is

approximately 0.10 mm/s RMS or about 72 dBV. Although somewhat variable, the threshold of

annoyance for continuous vibrations is 1.0 mm/s (or 92 dBV); which is ten times higher than

the perception threshold. The threshold for cosmetic building damage is greater than 30 mm/s

(116 dBV); at least one hundred times higher than the annoyance threshold level16.

16 C.D. Dowding, Blast Vibration Monitoring & Control, Prentice Hall, 1985


Vibration criteria for a variety of building functions have been established based on years of

experience and fundamental research performed by the International Standards Organization

(ISO) ISO 2631-217, and similar groups. The most demanding levels required in research

laboratories are referred to as Vibration Criteria (VC) and have ranking levels of VC-A through

VC-E; with VC-A being the least stringent in the group. VC-A is preceded in decreasing order

of severity by additional levels reserved for ‘Operating Theatres’ representing hospitals, as well

as ‘Residential’, ‘Office’, and ‘Workshop’ levels. The ISO criteria are included for reference

when dealing with highly sensitive equipment, common in high-technology manufacturing and

some university facilities. A survey of the study area revealed that no highly sensitive buildings

reside within close enough proximity to generate concern.

In the United States, the Federal Transportation Authority (FTA) has set vibration criteria for

sensitive land use next to transit corridors. Similar standards have been developed by a

partnership of the MOE and the Toronto Transit Commission (TTC)18, which were adopted as

the appropriate standard for most buildings along the West Transitway network. Therefore, the

appropriate criteria for residential buildings are 0.1 mm/s RMS (72 dBV) for vibrations and

35 dBA for ground borne noise.

According to the ground vibration criteria based on human perception, the following categories

are applicable to describe various ground vibration conditions:

Low – Vibrations fall below 0.1 mm/s (72 dBV) RMS particle velocity and will not be

noticeable to most building occupants;

Moderate - Vibrations fall between 0.1 mm/s (72 dBV) and 1 mm/s (92 dBV) RMS

particle velocity, and may be noticeable to some building occupants (and may not cause

adverse reactions);

Severe - Vibrations exceed 1 mm/s (92 dBV) RMS particle velocity and are likely to cause

adverse reactions with building occupants.

17 ISO 2631-2 Evaluation of Human Exposure to Whole-Body Vibrations – Part 2: Continuous and Shock-Induced Vibrations In Buildings (1 to 80 Hertz), 1989-02-15 18 MOEE/TTC Protocol for Noise and Vibration Assessment for the Proposed Yonge-Spadina Subway Loop, June 16, 1993


4.3.2 Ground Vibrations Measurement Procedure

Existing ground vibrations due to vehicle traffic were measured using an Instantel Minimate

Plus seismograph, capable of recording three components of ground velocity (one vertical and

two horizontal). Three locations were originally selected to measure ground vibration

magnitudes and to characterize the amplitude decay with distance. The locations selected for

ground vibration measurements are illustrated in Figure 2A (blue triangles). Measurement

location 4 was added following the completion of the original existing conditions report. This

location was added to address complaints about ground vibrations being caused by transit

related activities at the intersection of Holly Acres Road and the existing Transitway.

The measurements at locations 1 through 3 were performed during an off-peak period

(approximately 10:30 AM) when the vehicle speeds on Highway 417 were high and the traffic

flow was unrestricted. The measurements at location 4 were taken during a peak period to

capture the full variety of activity at this location. The seismograph was set to record peak

particle velocity (ppv) data, in millimeters per second (mm/s), for multiple 10 second periods.

The device was triggered manually to capture the passage of large vehicles, and the recorded

data was subsequently analyzed to determine peak levels at each location.


5. RESULTS

5.1 Roadway Noise

Existing Conditions (EC), Future Do Nothing (FDN), and Future Transitway Constructed

(FTC) noise levels are presented in Tables 6, 7 and 8, respectively. Appendices A, B and C

provide the detailed input parameters and calculation results from STAMSON 5.04 for all

twenty-five receptors. The following Table 6 summarizes the EC sound levels for daytime

(07:00–23:00) and nighttime (23:00–07:00) periods.

TABLE 6: EXISTING SOUND LEVELS

GME RECEPTOR #

SOUND LEVELS LEQ (dBA) DESCRIPTION

DAYTIME NIGHTTIME

1 63 56 Residential OLA, along Holly Acres Road

2 53 47 Residential Front, along Homer Drive

3 63 56 Residential OLA, along Holly Acres Road

4 55 49 Residential OLA, along Homer Drive

5 57 52 Residential Front, along Aero Drive


7 57 53 Residential OLA, near Highway 417






13 58 52 Residential OLA, along Aero Drive

14 62 56 Residential OLA, along Creekwood Crescent

15 60 54 Residential OLA, along Brookbend Crescent

16 54 48 Residential OLA, along Stillwater Drive

17 48 43 Residential OLA, along Crystal Beach Drive

18 61 54 Residential OLA, along Brookbend Crescent

19 56 50 Residential OLA, along Prom Cleadon


21 50 45 Residential OLA, along Harlowe Crescent

22 51 46 Residential OLA, along Harlowe Crescent





The following Table 7 compares daytime sound levels for the EC and FDN scenarios. The

‘Delta’ () value indicates change to ambient sound levels resulting from roadway traffic

volume growth in the year 2031.

TABLE 7: COMPARISON OF EXISITING VERSUS FUTURE DO NOTHING NOISE LEVELS

GME RECEPTOR #

EC NOISE LEVELS

Daytime LEQ (dBA)

FDN NOISE LEVELS

Daytime LEQ (dBA)

(dBA)

1 63 66 +3

2 53 55 +2

3 63 66 +3

4 55 57 +2

5 57 59 +2

6 52 54 +2

7 57 59 +2

8 54 56 +2

9 53 55 +2

10 58 60 +2

11 55 57 +2

12 58 60 +2

13 58 60 +2

14 62 64 +2

15 60 62 +2

16 54 55 +1

17 48 50 +2

18 61 62 +1

19 56 57 +1

20 59 61 +2

21 50 52 +2

22 51 53 +2

23 58 60 +2

24 53 55 +2

25 62 65 +3


The ENCG requires that FTC sound levels be compared to the “established ambient”, which is

defined as the ambient sound levels that exist at the start of project construction. In keeping with

MTO procedures, and as a starting point in an effort to clearly define the impact of the proposed

Transitway, the FDN values have been compared to the FTC. The following Table 8 provides a

comparison of the FDN vs. FTC daytime noise levels.

TABLE 8: COMPARISON OF FUTURE DO NOTHING VERSUS FUTURE TRANSITWAY CONSTRUCTED NOISE LEVELS

GME RECEPTOR #

FDN Daytime LEQ

(dBA)

FTC Daytime LEQ

(dBA)

(dBA)

1 66 66 0

2 55 55 0

3 66 66 0

4 57 57 0

5 59 59 0

6 54 54 0

7 59 59 0

8 56 56 0

9 55 55 0

10 60 60 0

11 57 57 0

12 60 60 0

13 60 60 0

14 64 64 0

15 62 62 0

16 55 55 0

17 50 49 -1

18 62 62 0

19 57 57 0

20 61 61 0

21 52 52 0

22 53 53 0

23 60 60 0

24 55 55 0

25 65 65 0


A review of Table 6 (EC) indicates that sound levels at most receptor locations within the study

area meet the ENCG criteria for OLA’s; and that the ENCG criteria is exceeded at receptor

locations 1, 3, 14, 15, 18 and 25.

A comparison of the EC and FDN data (Table 7) indicates that future sound levels will increase

by 1 to 3 dBA, with more typical increments being in the range of 2 to 3 dBA. The increases

occur as a result of the natural growth of traffic volumes over time, and assume that the existing

infrastructure is not upgraded to accommodate the increased demand for public transit. In the

FDN scenario, receptor location 20 is added to the group of EC receptors where the ENCG

criteria are exceeded.

Table 8 compares the FDN and FTC scenarios, indicating that the future Transitway will not

perceptibly contribute to local environmental sound levels and that its future net effect will be

insignificant. A slight improvement occurs at receptor 17 due to the reduced speed of 80 km/h

for transit buses on the Transitway, versus 100 km/h for buses using the Highway in the FDN

scenario. The comparison provided in Table 8 indicates that FTC and FDN noise levels will be

generally the same. As such, a comparison of the EC vs. FDN scenarios (not provided) would

show similar results to those in the Δ dBA column of Table 7.

As a result of future sound level increases below 5 dBA, mitigation is not warranted within the

scope of this Transitway expansion project. Furthermore, since the dominant noise source

influencing future sound levels is provincial Highway 417, the affected areas are not eligible

for noise abatement under the City of Ottawa’s Local Improvements policy. Although

mitigation is not warranted within the scope of this project, mitigation options have been

investigated to assess their feasibility. The following section provides an analysis of barrier

performance for first-row receptor locations in the FTC scenario.


5.1.1 Noise Barrier Performance

Although mitigation is not warranted within the scope of this Transitway expansion project, the

sound levels generated by Highway 417 exceed the ENCG criteria, and as such an investigation

of barrier performance has been conducted. The barrier segments were selected to match a

previous MTO noise barrier retrofit study19 (see Figures 2A and 2B). The resulting sound levels

are presented in Table 9 for barrier heights of 3, 4, and 5 meters (m). Appendix D contains the

STAMSON input and output data for the barrier calculations.

TABLE 9: BARRIER PERFORMANCE COMPARISON, DAYTIME SOUND LEVELS, FUTURE TRANSITWAY CONSTRUCTED SCENARIO

GME # FTC

Daytime LEQ (dBA)

3 m Barrier LEQ / Reduction

(dBA)


(dBA)


(dBA)

1 66 66** 0 66** 0 66** 0

3 66 66** 0 66** 0 66** 0

7 59 59 0 59 0 59 0

10 60 59 1 59 1 59 1

12 60 60 0 59 1 59 1

14 64 60 4 58 6 57 7

15 62 58 4 57 5 56 6

18 62 58 4 58 4 57 5

20 61 58 3 58 3 58 3

23 60 57 3 56 4 56 4

25 65 63 2 63 2 63 2

**6m berm between the source and receiver renders the MTO Barrier ineffective for receptors 1 & 3; Primary noise source at these locations is Holly Acres Road.

The ENCG requires that noise barriers must achieve a minimum noise reduction of 6 dBA to be

considered for installation. From Table 9, this reduction was achievable for receptors 14 and 15

for noise barriers of 4 m and / or 5 m in height. With the exception of receptor location 25,

reductions below the ENCG limit of 60 dBA are achievable for first row receptors. Many

receptors did not achieve the 6 dBA reduction, as a result of the influence of secondary noise

sources including Corkstown Road and Holly Acres Road.



5.2 Predicted Impact of the Transit Terminal

The impact of the Transit Terminal can be assessed by comparing the FTC sound levels to

sound levels generated through stationary noise source modelling of the Terminal. The sound

levels from the stationary source modelling are compared against the sound level criteria for

new potential sources of stationary noise. The LEQ 1hr noise levels have been calculated based

on the conservative assumption that peak terminal noise will be constant throughout the

daytime and nighttime period. The comparison is provided below in Table 10.

TABLE 10: PREDICTED IMPACT OF THE TRANSIT TERMINAL

RECEPTOR

FTC TERMINAL

NOISE LEQ 1hr (dBA)

CRITERIA DAY / NIGHT LEQ 1hr (dBA)

CONFORMANCE

17 36 50 / 45 PASS

18 39 50 / 45 PASS

19 40 50 / 45 PASS

20 42 50 / 45 PASS

21 40 50 / 45 PASS

22 42 50 / 45 PASS

23 44 50 / 45 PASS

24 41 50 / 45 PASS

25 26 50 / 45 PASS

The results of this comparison indicate that the addition of a Transit Terminal will have a

negligible influence on local sound levels and meets the criterion for stationary noise sources.

The predicted increases will be imperceptible to humans, and are considered insignificant as

compared to FTC ambient conditions.


5.3 Air Quality

The calculated results of existing and future maximum pollutant concentrations are presented in

Table 11. These results incorporate the effects of local wind statistics and existing ambient

concentrations. Details of input parameters and calculation results for CAL3QHC are provided

in Appendices G and H. Tabulated results include ambient levels of pollutants and represent the

reasonable worst-case concentrations expected to occur at the noted receptor locations.

Table 11 summarizes the result of combining the maximum calculated pollution levels for each

receptor, for all calculated wind directions, with a statistical model of the Ottawa climate.

Statistically speaking, the tabulated atmospheric pollutant concentration levels are expected to

occur often, on an annual basis.

The results for both the Existing and Future conditions fall significantly below the allowable

limits for CO, HC, NOX and PM, including the 90th percentile ambient levels. Results for future

conditions (with the addition of the proposed Transitway), show a decrease in the concentration

of NOx and PM pollutants along the corridor. The primary reason for the decrease is improved

pollution control technologies giving rise to lower future vehicle emissions20; despite increased

traffic volumes.

20 Updated Estimate of Canadian On-Road Vehicle Emissions for the Years 1995-2020, by Senes Consultants Ltd & Air Improvement Resource Inc., prepared for Environment Canada, 2002.


TABLE 11: PREDICTED POLLUTANT CONCENTRATIONS FOR EXISTING VS FUTURE CONDITIONS, WIND PROBABILITIES ARE CONSIDERED

RECEPTOR #

CONCENTRATION (mg/m3)

CO (1-HOUR) HC (24-HOUR) NOX (1-HOUR) PM (24-HOUR)

Existing Future Existing Future Existing Future Existing Future

1 0.480 0.706 0.004 0.009 0.054 0.053 0.006 0.006

2 0.476 0.612 0.004 0.007 0.053 0.052 0.006 0.006

3 0.477 0.633 0.004 0.008 0.054 0.052 0.006 0.006

4 0.476 0.605 0.004 0.007 0.054 0.052 0.006 0.006

5 0.486 0.596 0.004 0.007 0.056 0.053 0.006 0.006

6 0.482 0.588 0.004 0.007 0.055 0.052 0.006 0.006

7 0.522 0.634 0.005 0.009 0.062 0.056 0.006 0.006

8 0.492 0.596 0.004 0.007 0.057 0.053 0.006 0.006

9 0.481 0.583 0.004 0.007 0.055 0.052 0.006 0.006

10 0.520 0.630 0.005 0.009 0.062 0.056 0.006 0.006

11 0.488 0.589 0.004 0.007 0.056 0.053 0.006 0.006

12 0.517 0.625 0.005 0.008 0.061 0.055 0.006 0.006

13 0.488 0.586 0.004 0.007 0.056 0.052 0.006 0.006

14 0.510 0.612 0.005 0.008 0.060 0.054 0.006 0.006

15 0.498 0.592 0.004 0.007 0.057 0.053 0.006 0.006

16 0.473 0.579 0.004 0.006 0.053 0.051 0.006 0.006

17 0.469 0.589 0.003 0.006 0.052 0.050 0.006 0.006

18 0.505 0.595 0.004 0.007 0.058 0.053 0.006 0.006

19 0.494 0.578 0.004 0.007 0.055 0.052 0.006 0.006

20 0.505 0.583 0.004 0.007 0.056 0.052 0.006 0.006

21 0.483 0.570 0.004 0.006 0.053 0.051 0.006 0.006

22 0.489 0.566 0.004 0.006 0.053 0.050 0.006 0.006

23 0.504 0.567 0.004 0.006 0.055 0.051 0.006 0.006

24 0.491 0.582 0.004 0.006 0.052 0.050 0.006 0.006

25 N/A 0.641 N/A 0.008 N/A 0.054 N/A 0.006

MAX 0.522 0.706 0.005 0.009 0.062 0.056 0.006 0.006

MIN 0.469 0.566 0.003 0.006 0.052 0.050 0.006 0.006

MEAN 0.492 0.601 0.004 0.007 0.056 0.052 0.006 0.006

RMS 0.015 0.031 0.001 0.001 0.003 0.002 0.000 0.000

MOE Limit 36.2 36.2 2.5 2.5 0.4 0.4 0.05 0.05

MAX % of MOE Limit

1.44% 1.95% 0.21% 0.37% 15.50% 14.00% 11.20% 12.92%


5.4 Ground Vibrations

The ground vibration measurement locations are illustrated in Figure 2A. As stated previously,

measurement location 4 was added following the submission of the Existing Conditions report,

to address the concerns of local residents about vibrations in the area of Creeks End Lane. For

reference, the threshold level of human perception to vibrations is approximately 0.10 mm/s,

while the threshold of annoyance for continuous vibrations is 1.0 mm/s, and the threshold for

cosmetic building damage is 30 mm/s. Experience and published literature indicate that

intermittent peak vibrations transmitted to people are acceptable without complaints up to 1

mm/s or more, and that old buildings on poor soil can withstand vibrations of 30 mm/s or more

without triggering new damage21.

The peak recorded ground vibration levels included:

Location 1: 0.284 mm/s;

Location 2: 0.198 mm/s;

Location 3: 0.087 mm/s; and

Location 4: 1.08 mm/s.

Given the sensitive nature of Location 4, the following additional data were recorded.

1.08 mm/s Bus leaves stop light going straight. (*)

0.105 mm/s Bus goes through light without stopping. (**)

0.459 mm/s Bus pulling up to stop light. (***)

0.442 mm/s Bus turning right after stopping.

0.0710 mm/s Bus turning right without stopping.

0.0655 mm/s Bus approaching stop, before decelerating.

0.0692 mm/s Bus turning right without stopping.

The measured data at location 4 (*) indicates that the starting and stopping activities of the

buses are responsible for vibration levels that are perceptible to humans, and may be

occasionally annoying. Please note that the annoyance threshold of 1.0 mm/s refers to

continuous vibrations, not intermittent vibrations that are characteristic of transit activities.

21 C.H. Dowding, Blast Vibration Monitoring & Control, Prentice Hall, 1985.


Based on this behaviour, the introduction of a future grade separation, without expansion

joints, will result in an improvement to local conditions; a direct result of the removal of

starting and stopping activities. Some future activities will result in perceptible vibration levels

(**); however these levels will remain significantly below the annoyance threshold.

Regarding the future Transit Terminal, we can assume that vibration levels between 0.5 and

1.0 mm/s will occur as a result of starting and stopping activities of buses approaching and

leaving the station (***). Given the amplitude decay observed between locations 1 and 2, the



ground vibration levels ranging between 0.1 and 0.2 mm/s are expected. These levels will be


and below the threshold for cosmetic building damage.

Based on the measured vibration levels, vibrations from road traffic are moderately perceptible

at a distance of 20 to 30 m from the centerline of the roadway at many locations. Since the

majority of existing buildings’ foundations will be beyond 30 m from the proposed roadway,

alignment and vibration levels measured close to the road were less than 1 mm/s (with one

exception). It is anticipated that future ground vibration levels will not increase substantially to

cause annoyance or structural issues after adding a West Transitway extension; provided that

the Transitway is adequately maintained to reduce irregularities in the roadway.

5.5 Impacts of Construction

The construction activities required to build the Transitway will produce a variety of noise, air

quality and ground vibration concerns. Preparations over the length of the corridor will involve

surface and subterranean works for replacing or upgrading the roadbed, installing foundations for

elevated carriageways and Transit stations, as well as for the upgrading of local utilities. As such,

many areas along the corridor will experience some degree of air quality, noise, and vibration

impacts during construction. In most cases, however, the occurrences will be intermittent with

short cycles of activity and can be controlled to some degree. Common mitigation measures to

control air emissions include, but are not limited to:


Monitoring of current and forecasted wind conditions to take advantage of calm wind

periods, which would limit pollutant stream propagation;

Minimize the height, exposure and surface area of fine granular material stored on site;

Provide movable wind breaks;

Use water spray and suppression techniques to control fugitive dust;

Maintain fuel-powered equipment according to manufacturer specifications; and,

Cover haul trucks and keep access routes to the construction site clean.

For noise and vibrations, common control methods include, but are not limited to:

Monitoring of ground vibration levels at nearby residences during activities such as pile

driving, excavation, hauling and compaction;

Obtain a noise exemption permit for nighttime construction activities;

Limit speeds of heavy vehicles within and approaching the site;

Provide compacted smooth surfaces, avoiding abrupt steps and cracks;

Install movable barriers or temporary enclosures (around blast sites, for instance);

Maintain construction equipment according to manufacturer specifications; and,

Schedule activities to occur during daytime hours, whenever possible.






Guidelines MOE NPC-11523, MOE NPC-11824 for noise, as well as MOE publications NPC-

11925 and NPC-20726 for ground vibrations.



6. SUMMARY AND CONCLUSIONS

The work summarized in this report establishes the existing and future environmental

conditions for noise, air quality and ground vibrations for residences along the north side of

Highway 417 between Holly Acres Road and Moodie Drive. The results of our analysis may be

summarized as follows.

Traffic Noise:

The calculated Existing sound levels at most outdoor living spaces within the study area fall

below the criteria limit of 60 dBA set forth by the ENCG. The existing conditions analysis also

reveals that some receptor locations currently experience sound levels that exceed the 60 dBA

limit.

As a starting point, in an effort to isolate the noise impacts from the proposed Transitway, a

comparison of the Existing Conditions (EC) and the Future Do Nothing scenario (FDN -

horizon year of 2031, Transitway not constructed) was performed. This comparison indicates

that future sound levels, up to the project’s horizon year of 2031, would increase by as much as

3 dBA, as a result of the natural growth of traffic volumes on the adjacent Highway 417 and

surrounding city streets. The FDN scenario also accounts for the increased demand on public

transit; assuming that future bus traffic would continue to use Highway 417. Although the

predicted sound levels for all receptor locations increase in the FDN scenario, only one FDN

receptor location is added to the list of EC locations where the ENCG criteria is exceeded.

Further to isolating the impacts of the proposed Transitway, a comparison of the FDN and

Future Transitway Constructed scenario (FTC - which includes the presence of a Transit

Terminal near Moodie Drive) was also performed. This comparison reveals that the

contribution of the proposed Transitway to local environmental noise will be insignificant, as

compared to future Highway noise, and that mitigation at existing residential properties is not

warranted as a result of this Transitway expansion project. Furthermore, an investigation of the

proposed Transit Station has revealed that the predicted sound levels from this source would be

lower than the limits set forth by the MOE. As such, the sound produced by the Transit Station

is not an influential factor for the selection of its location.


Although not warranted, mitigation options have been investigated to assess the scope,

performance, and feasibility of the attenuation measures required to reduce noise levels within

the adjacent residential community. GmE ’s investigation revealed that 6 dBA reductions at

some first-row receptors are achievable with the construction of 4 meter (minimum) tall sound

barriers.

Notably, the affected areas are not eligible for noise abatement under the City of Ottawa’s

Local Improvements policy, since the primary noise source is Provincial Highway 417. In

addition, a Noise Barrier Retrofit Study27, performed by the Ministry of Transportation of

Ontario, concluded that:

“Noise barriers would meet the minimum Ministry requirement for reducing sound levels

for homes located closest to the noise barriers.

A number of the homes are located some distance from the Highway. Noise walls are only

effective for relatively short distances and thus the construction of the walls would be of no

benefit for those homes.

Due to the relative location of the homes, the length of walls required for a greater than

3 dBA sound level reduction results in these sites having a low benefit cost, compared to

more favourable sites in Ontario”.

Air Quality:

Existing and predicted future pollutant levels (produced by roadway vehicle emissions) fall

significantly below the MOE recommended standards for all pollutants studied; which include

carbon monoxide (CO), hydrocarbons (HC), nitrogen oxides (NOX) and suspended particulate

matter (PM). Despite the future growth in roadway traffic volumes, future ambient air quality

conditions will not increase significantly, due to expected improvements to vehicle emission

control technologies and increased use of electric vehicles.



Ground Vibrations:

Existing ground vibrations from roadways and bus activities within the study area are generated

and propagate with sufficient intensity to be perceptible to humans in some locations. While the

introduction of grade separations is expected to limit vibrations caused by stopping and starting

buses at Holly Acres Road and Moodie Drive, the introduction of a Transit Terminal will

generate new vibrations. Given the amplitude decay observed between measured locations, the



ground vibration levels ranging between 0.1 and 0.2 mm/s are expected. These levels will be


and significantly below the threshold for cosmetic building damage.

Impacts of Construction:

Many areas along the proposed Transitway route will experience some degree of air quality,

noise, and vibration impacts during construction. In most cases, however, the occurrences will be

intermittent with short cycles of activity, which can be controlled to some extent.






Guidelines MOE NPC-11529, MOE NPC-11830 for noise, as well as MOE publications NPC-

11931 and NPC-20732 for ground vibrations.



This concludes our assessment of existing and future conditions. As indicated previously, the

information summarized in this report presents an indication of future conditions, as affected by

the Holly Acres Road to Moodie Drive Transitway expansion project. If you have any

questions or wish to discuss our findings please advise us.

Yours truly,

Gradient Microclimate Engineering Inc.

Vincent Ferraro, M.Eng., P.Eng. Adam Welburn, Principal Senior Technologist, Project Manager

Jeremy Charbonneau, M.A.Sc. GmE 09-004-Future Conditions

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions A 1

APPENDIX A

NOISE MODELLING EXISTING

INPUT AND OUTPUT DATA FOR STAMSON 5.04


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:42:52 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex001.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 001 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 39.00 / 39.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: CARLING (day/night) ------------------------------------------- Car traffic volume : 17152/1491 veh/TimePeriod * Medium truck volume : 1364/119 veh/TimePeriod * Heavy truck volume : 975/85 veh/TimePeriod * Posted speed limit : 60 km/h Road 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): 21186 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: CARLING (day/night) ----------------------------------------- Angle1 Angle2 : -40.00 deg 61.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 220.00 / 220.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 3: 417W (day/night) ---------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417W (day/night) -------------------------------------- Angle1 Angle2 : -45.00 deg 45.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 417.00 / 417.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -7.00 deg Angle2 : 45.00 deg Barrier height : 6.00 m Elevation : 4.00 m Barrier receiver distance : 331.00 / 331.00 m Source elevation : 70.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 4: 417E (day/night) ---------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 4: 417E (day/night) -------------------------------------- Angle1 Angle2 : -45.00 deg 45.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 500.00 / 500.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -7.00 deg Angle2 : 45.00 deg Barrier height : 6.00 m Elevation : 2.00 m Barrier receiver distance : 331.00 / 331.00 m Source elevation : 68.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 62.25 + 0.00) = 62.25 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 70.64 0.00 -6.89 -1.50 0.00 0.00 0.00 62.25 ---------------------------------------------------------------------------- Segment Leq : 62.25 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 49.18 + 0.00) = 49.18 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 61 0.66 71.50 0.00 -19.36 -2.95 0.00 0.00 0.00 49.18 ---------------------------------------------------------------------------- Segment Leq : 49.18 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 3.59 ! 70.59 ROAD (50.59 + 50.60 + 0.00) = 53.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.54 79.92 0.00 -22.28 -7.06 0.00 0.00 0.00 50.59 ---------------------------------------------------------------------------- -7 45 0.18 79.92 0.00 -17.08 -5.47 0.00 0.00 -6.77 50.60 ---------------------------------------------------------------------------- Segment Leq : 53.61 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.76 ! 68.76 ROAD (48.42 + 47.51 + 0.00) = 51.00 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.60 79.92 0.00 -24.41 -7.09 0.00 0.00 0.00 48.42 ---------------------------------------------------------------------------- -7 45 0.24 79.92 0.00 -18.93 -5.49 0.00 0.00 -7.99 47.51 ---------------------------------------------------------------------------- Segment Leq : 51.00 dBA Total Leq All Segments: 63.26 dBA


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m ROAD (0.00 + 55.16 + 0.00) = 55.16 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 63.03 0.00 -6.52 -1.36 0.00 0.00 0.00 55.16 ---------------------------------------------------------------------------- Segment Leq : 55.16 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 42.70 + 0.00) = 42.70 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 61 0.57 63.91 0.00 -18.31 -2.90 0.00 0.00 0.00 42.70 ---------------------------------------------------------------------------- Segment Leq : 42.70 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 4.21 ! 71.21 ROAD (44.34 + 45.08 + 0.00) = 47.74 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.45 72.33 0.00 -20.98 -7.01 0.00 0.00 0.00 44.34 ---------------------------------------------------------------------------- -7 45 0.09 72.33 0.00 -15.78 -5.43 0.00 0.00 -6.04 45.08 ---------------------------------------------------------------------------- Segment Leq : 47.74 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.77 ! 69.77 ROAD (42.25 + 42.40 + 0.00) = 45.34 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.51 72.33 0.00 -23.04 -7.04 0.00 0.00 0.00 42.25 ---------------------------------------------------------------------------- -7 45 0.15 72.33 0.00 -17.56 -5.46 0.00 0.00 -6.91 42.40 ---------------------------------------------------------------------------- Segment Leq : 45.34 dBA Total Leq All Segments: 56.44 dBA


RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -45.00 deg 45.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 373.00 / 373.00 m Receiver height : 1.50 / 4.50 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : -7.00 deg Angle2 : 45.00 deg Barrier height : 6.00 m Barrier receiver distance : 331.00 / 331.00 m Source elevation : 66.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.39 ! 66.61 RT/Custom (37.67 + 29.27 + 0.00) = 38.25 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 -7 0.66 67.95 -23.17 -7.12 0.00 0.00 0.00 37.67 ---------------------------------------------------------------------- -7 45 0.33 67.95 -18.56 -5.53 0.00 0.00 -14.59 29.27 ---------------------------------------------------------------------- Segment Leq : 38.25 dBA Total Leq All Segments: 38.25 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! -0.05 ! 66.95 RT/Custom (35.52 + 28.01 + 0.00) = 36.23 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 -7 0.60 64.94 -22.33 -7.09 0.00 0.00 0.00 35.52 ---------------------------------------------------------------------- -7 45 0.24 64.94 -17.31 -5.49 0.00 0.00 -14.14 28.01 ---------------------------------------------------------------------- Segment Leq : 36.23 dBA Total Leq All Segments: 36.23 dBA TOTAL Leq FROM ALL SOURCES (DAY): 63.27 (NIGHT): 56.48


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:43:03 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex002.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 002 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 8205/714 veh/TimePeriod * Medium truck volume : 451/39 veh/TimePeriod * Heavy truck volume : 361/31 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 5.00 Heavy Truck % of Total Volume : 4.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 149.00 / 149.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: CARLING (day/night) ------------------------------------------- Car traffic volume : 17152/1491 veh/TimePeriod * Medium truck volume : 1364/119 veh/TimePeriod * Heavy truck volume : 975/85 veh/TimePeriod * Posted speed limit : 60 km/h Road 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): 21186 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: CARLING (day/night) ----------------------------------------- Angle1 Angle2 : -40.00 deg 54.00 deg Wood depth : 0 (No woods.) No of house rows : 4 / 4 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 241.00 / 241.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 3: 417W (day/night) ---------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417W (day/night) -------------------------------------- Angle1 Angle2 : -46.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 380.00 / 380.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -31.00 deg Angle2 : 47.00 deg Barrier height : 6.00 m Elevation : 2.00 m Barrier receiver distance : 294.00 / 294.00 m Source elevation : 68.00 m Receiver elevation : 66.00 m Barrier elevation : 68.00 m Reference angle : 0.00


Road data, segment # 4: 417E (day/night) ---------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 4: 417E (day/night) -------------------------------------- Angle1 Angle2 : -46.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 485.00 / 485.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -31.00 deg Angle2 : 47.00 deg Barrier height : 6.00 m Elevation : 0.00 m Barrier receiver distance : 294.00 / 294.00 m Source elevation : 66.00 m Receiver elevation : 66.00 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.41 m ROAD (0.00 + 47.29 + 0.00) = 47.29 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 57 0.66 69.88 0.00 -16.55 -1.96 0.00 -4.08 0.00 47.29 ---------------------------------------------------------------------------- Segment Leq : 47.29 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 40.60 + 0.00) = 40.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.66 71.50 0.00 -20.02 -3.18 0.00 -7.70 0.00 40.60 ---------------------------------------------------------------------------- Segment Leq : 40.60 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.97 ! 68.97 ROAD (40.54 + 48.11 + 0.00) = 48.81 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.60 79.92 0.00 -22.50 -11.44 0.00 -5.44 0.00 40.54 ---------------------------------------------------------------------------- -31 47 0.60 79.92 0.00 -22.50 -3.87 0.00 -5.44 0.00 48.11 -31 47 0.24 79.92 0.00 -17.45 -3.73 0.00 0.00 -10.50 48.24 ---------------------------------------------------------------------------- Segment Leq : 48.81 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! -0.56 ! 67.44 ROAD (37.96 + 45.58 + 0.00) = 46.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.66 79.92 0.00 -25.06 -11.50 0.00 -5.40 0.00 37.96 ---------------------------------------------------------------------------- -31 47 0.66 79.92 0.00 -25.06 -3.89 0.00 -5.40 0.00 45.58 -31 47 0.30 79.92 0.00 -19.67 -3.75 0.00 0.00 -10.42 46.07 ---------------------------------------------------------------------------- Segment Leq : 46.27 dBA Total Leq All Segments: 52.64 dBA


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.41 m ROAD (0.00 + 40.64 + 0.00) = 40.64 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 57 0.57 62.25 0.00 -15.68 -1.86 0.00 -4.08 0.00 40.64 ---------------------------------------------------------------------------- Segment Leq : 40.64 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 34.14 + 0.00) = 34.14 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.57 63.91 0.00 -18.93 -3.13 0.00 -7.70 0.00 34.14 ---------------------------------------------------------------------------- Segment Leq : 34.14 dBA Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.65 ! 69.65 ROAD (34.30 + 41.82 + 0.00) = 42.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.51 72.33 0.00 -21.24 -11.35 0.00 -5.44 0.00 34.30 ---------------------------------------------------------------------------- -31 47 0.51 72.33 0.00 -21.24 -3.83 0.00 -5.44 0.00 41.82 -31 47 0.15 72.33 0.00 -16.19 -3.69 0.00 0.00 -9.55 42.90 ---------------------------------------------------------------------------- Segment Leq : 42.53 dBA


Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 0.62 ! 68.62 ROAD (31.77 + 39.33 + 0.00) = 40.03 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.57 72.33 0.00 -23.75 -11.41 0.00 -5.40 0.00 31.77 ---------------------------------------------------------------------------- -31 47 0.57 72.33 0.00 -23.75 -3.86 0.00 -5.40 0.00 39.33 -31 47 0.21 72.33 0.00 -18.31 -3.72 0.00 0.00 -9.16 41.14 ---------------------------------------------------------------------------- Segment Leq : 40.03 dBA Total Leq All Segments: 46.25 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -46.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 360.00 / 360.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -31.00 deg Angle2 : 47.00 deg Barrier height : 6.00 m Elevation : 1.00 m Barrier receiver distance : 294.00 / 294.00 m Source elevation : 67.00 m Receiver elevation : 66.00 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.50 ! 67.50 RT/Custom (28.08 + 33.02 + 0.00) = 34.23 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -46 -31 0.66 67.95 -22.91 -11.50 0.00 -5.45 0.00 28.08 ---------------------------------------------------------------------- -31 47 0.66 67.95 -22.91 -3.89 0.00 -5.45 0.00 35.70 -31 47 0.30 67.95 -17.94 -3.75 0.00 0.00 -13.24 33.02 ---------------------------------------------------------------------- Segment Leq : 34.23 dBA Total Leq All Segments: 34.23 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.05 ! 68.05 RT/Custom (31.86 + 32.00 + 0.00) = 34.94 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -46 -31 0.57 64.94 -21.67 -11.41 0.00 0.00 0.00 31.86 ---------------------------------------------------------------------- -31 47 0.21 64.94 -16.70 -3.72 0.00 0.00 -12.53 32.00 ---------------------------------------------------------------------- Segment Leq : 34.94 dBA Total Leq All Segments: 34.94 dBA TOTAL Leq FROM ALL SOURCES (DAY): 52.70 (NIGHT): 46.56


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:48:35 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex003.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 003 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -80.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 38.00 / 38.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 62.35 + 0.00) = 62.35 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 80 0.66 70.64 0.00 -6.70 -1.59 0.00 0.00 0.00 62.35 ---------------------------------------------------------------------------- Segment Leq : 62.35 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 42.20 + 0.00) = 42.20 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 45 0.66 71.50 0.00 -21.10 -3.32 0.00 -4.88 0.00 42.20 ---------------------------------------------------------------------------- Segment Leq : 42.20 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.18 ! 68.18 ROAD (49.56 + 47.64 + 0.00) = 51.71 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -12 0.63 79.92 0.00 -22.60 -7.77 0.00 0.00 0.00 49.56 ---------------------------------------------------------------------------- -12 53 0.27 79.92 0.00 -17.62 -4.57 0.00 0.00 -10.10 47.64 ---------------------------------------------------------------------------- Segment Leq : 51.71 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.44 ! 67.44 ROAD (44.95 + 43.71 + 0.00) = 47.39 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 -10 0.66 79.92 0.00 -25.24 -9.74 0.00 0.00 0.00 44.95 ---------------------------------------------------------------------------- -10 26 0.30 79.92 0.00 -19.81 -7.02 0.00 0.00 -9.38 43.71 ---------------------------------------------------------------------------- Segment Leq : 47.39 dBA Total Leq All Segments: 62.87 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m ROAD (0.00 + 55.23 + 0.00) = 55.23 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 80 0.57 63.03 0.00 -6.34 -1.46 0.00 0.00 0.00 55.23 ---------------------------------------------------------------------------- Segment Leq : 55.23 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 35.79 + 0.00) = 35.79 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 45 0.57 63.91 0.00 -19.96 -3.28 0.00 -4.88 0.00 35.79 ---------------------------------------------------------------------------- Segment Leq : 35.79 dBA


RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -51.00 deg 53.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 328.00 / 328.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -12.00 deg Angle2 : 53.00 deg Barrier height : 6.00 m Elevation : 1.00 m Barrier receiver distance : 276.00 / 276.00 m Source elevation : 67.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.50 ! 67.50 RT/Custom (38.55 + 33.38 + 0.00) = 39.70 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -51 -12 0.66 67.95 -22.24 -7.16 0.00 0.00 0.00 38.55 ---------------------------------------------------------------------- -12 53 0.30 67.95 -17.42 -4.59 0.00 0.00 -12.57 33.38 ---------------------------------------------------------------------- Segment Leq : 39.70 dBA Total Leq All Segments: 39.70 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.98 ! 67.98 RT/Custom (36.81 + 32.33 + 0.00) = 38.14 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -51 -12 0.57 64.94 -21.03 -7.09 0.00 0.00 0.00 36.81 ---------------------------------------------------------------------- -12 53 0.21 64.94 -16.21 -4.54 0.00 0.00 -11.86 32.33 ---------------------------------------------------------------------- Segment Leq : 38.14 dBA Total Leq All Segments: 38.14 dBA TOTAL Leq FROM ALL SOURCES (DAY): 62.89 (NIGHT): 55.99


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:43:17 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex004.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 004 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -67.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 109.00 / 109.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 0.94 ! 68.94 ROAD (32.53 + 40.96 + 0.00) = 41.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 -28 0.56 72.33 0.00 -23.07 -15.92 0.00 -0.80 0.00 32.53 ---------------------------------------------------------------------------- -28 35 0.56 72.33 0.00 -23.07 -4.69 0.00 -0.80 0.00 43.77 -28 35 0.20 72.33 0.00 -17.74 -4.61 0.00 0.00 -9.03 40.96 ---------------------------------------------------------------------------- Segment Leq : 41.54 dBA Total Leq All Segments: 48.98 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -49.00 deg 61.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 322.00 / 322.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -21.00 deg Angle2 : 61.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 259.00 / 259.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.40 ! 67.60 RT/Custom (33.16 + 33.79 + 0.00) = 36.50 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -49 -21 0.66 67.95 -22.11 -8.69 0.00 -4.00 0.00 33.16 ---------------------------------------------------------------------- -21 61 0.66 67.95 -22.11 -3.86 0.00 -4.00 0.00 37.99 -21 61 0.31 67.95 -17.51 -3.63 0.00 0.00 -13.02 33.79 ---------------------------------------------------------------------- Segment Leq : 36.50 dBA Total Leq All Segments: 36.50 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.18 ! 68.18 RT/Custom (31.22 + 32.80 + 0.00) = 35.09 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -49 -21 0.58 64.94 -21.11 -8.62 0.00 -4.00 0.00 31.22 ---------------------------------------------------------------------- -21 61 0.58 64.94 -21.11 -3.81 0.00 -4.00 0.00 36.02 -21 61 0.22 64.94 -16.31 -3.57 0.00 0.00 -12.26 32.80 ---------------------------------------------------------------------- Segment Leq : 35.09 dBA Total Leq All Segments: 35.09 dBA TOTAL Leq FROM ALL SOURCES (DAY): 55.11 (NIGHT): 49.15


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 12:59:26 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex005.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 005 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -66.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 157.00 / 157.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 47.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 61.00 / 61.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.39 ! 68.39 ROAD (49.36 + 43.87 + 0.00) = 50.44 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.63 70.64 0.00 -16.62 -4.65 0.00 0.00 0.00 49.36 ---------------------------------------------------------------------------- 5 47 0.42 70.64 0.00 -14.48 -6.56 0.00 0.00 -5.73 43.87 ---------------------------------------------------------------------------- Segment Leq : 50.44 dBA


Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 31.58 + 0.00) = 31.58 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.66 71.50 0.00 -23.05 -4.77 0.00 -12.09 0.00 31.58 ---------------------------------------------------------------------------- Segment Leq : 31.58 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (48.96 + 52.85 + 0.00) = 54.34 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 -45 0.62 79.92 0.00 -19.31 -11.66 0.00 0.00 0.00 48.96 ---------------------------------------------------------------------------- -45 66 0.26 79.92 0.00 -15.01 -2.32 0.00 0.00 -9.75 52.85 ---------------------------------------------------------------------------- Segment Leq : 54.34 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.72 ! 67.72 ROAD (45.18 + 49.79 + 0.00) = 51.08 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -61 -45 0.65 79.92 0.00 -22.79 -11.96 0.00 0.00 0.00 45.18 ---------------------------------------------------------------------------- -45 56 0.29 79.92 0.00 -17.81 -2.69 0.00 0.00 -9.64 49.79 ---------------------------------------------------------------------------- Segment Leq : 51.08 dBA Total Leq All Segments: 57.09 dBA


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.49 ! 4.50 ! 4.22 ! 70.22 ROAD (42.75 + 40.70 + 0.00) = 44.86 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.54 63.03 0.00 -15.71 -4.57 0.00 0.00 0.00 42.75 ---------------------------------------------------------------------------- 5 47 0.33 63.03 0.00 -13.57 -6.51 0.00 0.00 -4.67 38.29* 5 47 0.54 63.03 0.00 -15.71 -6.63 0.00 0.00 0.00 40.70 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 44.86 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 25.26 + 0.00) = 25.26 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.57 63.91 0.00 -21.80 -4.75 0.00 -12.09 0.00 25.26 ---------------------------------------------------------------------------- Segment Leq : 25.26 dBA


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:00:13 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex006.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 006 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -50.00 deg 40.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 272.00 / 272.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 40.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 177.00 / 177.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.65 ! 68.65 ROAD (39.16 + 37.26 + 0.00) = 41.32 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 5 0.63 70.64 0.00 -20.51 -5.48 0.00 -5.49 0.00 39.16 ---------------------------------------------------------------------------- 5 40 0.63 70.64 0.00 -20.51 -7.37 0.00 -5.49 0.00 37.26 5 40 0.42 70.64 0.00 -17.87 -7.29 0.00 0.00 -5.28 40.20 ---------------------------------------------------------------------------- Segment Leq : 41.32 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 36.17 + 0.00) = 36.17 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 33 0.66 71.50 0.00 -22.35 -4.52 0.00 -8.46 0.00 36.17 ---------------------------------------------------------------------------- Segment Leq : 36.17 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (34.66 + 49.17 + 0.00) = 49.32 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.62 79.14 0.00 -20.47 -16.96 0.00 -7.05 0.00 34.66 ---------------------------------------------------------------------------- -51 64 0.62 79.14 0.00 -20.47 -2.45 0.00 -7.05 0.00 49.17 -51 64 0.26 79.14 0.00 -15.91 -2.16 0.00 0.00 -9.24 51.81 ---------------------------------------------------------------------------- Segment Leq : 49.32 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.68 ! 67.68 ROAD (0.00 + 45.88 + 0.00) = 45.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.65 79.14 0.00 -23.15 -3.17 0.00 -6.92 0.00 45.88 -40 54 0.29 79.14 0.00 -18.10 -2.98 0.00 0.00 -9.56 48.49 ---------------------------------------------------------------------------- Segment Leq : 45.88 dBA Total Leq All Segments: 51.52 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+--------------


1.49 ! 4.50 ! 3.69 ! 69.69 ROAD (32.73 + 30.83 + 0.00) = 34.89 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 5 0.54 63.03 0.00 -19.38 -5.43 0.00 -5.49 0.00 32.73 ---------------------------------------------------------------------------- 5 40 0.54 63.03 0.00 -19.38 -7.34 0.00 -5.49 0.00 30.83 5 40 0.33 63.03 0.00 -16.74 -7.25 0.00 0.00 -4.99 34.06* 5 40 0.54 63.03 0.00 -19.38 -7.34 0.00 0.00 0.00 36.31 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 34.89 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 29.81 + 0.00) = 29.81 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 33 0.57 63.91 0.00 -21.14 -4.50 0.00 -8.46 0.00 29.81 ---------------------------------------------------------------------------- Segment Leq : 29.81 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.84 ! 69.84 ROAD (28.40 + 42.77 + 0.00) = 42.93 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.53 71.54 0.00 -19.33 -16.76 0.00 -7.05 0.00 28.40 ---------------------------------------------------------------------------- -51 64 0.53 71.54 0.00 -19.33 -2.38 0.00 -7.05 0.00 42.77 -51 64 0.17 71.54 0.00 -14.77 -2.09 0.00 0.00 -8.01 46.67 ---------------------------------------------------------------------------- Segment Leq : 42.93 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.12 ! 69.12 ROAD (0.00 + 39.60 + 0.00) = 39.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.56 71.54 0.00 -21.89 -3.13 0.00 -6.92 0.00 39.60 -40 54 0.20 71.54 0.00 -16.83 -2.93 0.00 0.00 -7.88 43.89 ---------------------------------------------------------------------------- Segment Leq : 39.60 dBA Total Leq All Segments: 45.16 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -65.00 deg 64.00 deg Wood depth : 0 (No woods.)


No of house rows : 3 / 3 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 259.00 / 259.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -54.00 deg Angle2 : 64.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 199.00 / 199.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.62 ! 67.62 RT/Custom (26.25 + 37.70 + 0.00) = 38.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -54 0.66 67.95 -20.54 -14.09 0.00 -7.08 0.00 26.25 ---------------------------------------------------------------------- -54 64 0.66 67.95 -20.54 -2.39 0.00 -7.08 0.00 37.95 -54 64 0.31 67.95 -16.27 -2.11 0.00 0.00 -11.87 37.70 ---------------------------------------------------------------------- Segment Leq : 38.00 dBA Total Leq All Segments: 38.00 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.31 ! 68.31 RT/Custom (24.38 + 35.92 + 0.00) = 36.22 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -54 0.58 64.94 -19.61 -13.87 0.00 -7.08 0.00 24.38 ---------------------------------------------------------------------- -54 64 0.58 64.94 -19.61 -2.33 0.00 -7.08 0.00 35.92 -54 64 0.22 64.94 -15.16 -2.03 0.00 0.00 -10.86 36.89 ---------------------------------------------------------------------- Segment Leq : 36.22 dBA Total Leq All Segments: 36.22 dBA TOTAL Leq FROM ALL SOURCES (DAY): 51.71 (NIGHT): 45.68


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:01:03 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex007.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 007 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -54.00 deg 36.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 254.00 / 254.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -21.00 deg Angle2 : 18.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 88.00 / 88.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.34 ! 68.34 ROAD (42.56 + 40.94 + 40.28) = 46.14 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 -21 0.63 70.64 0.00 -20.03 -8.05 0.00 0.00 0.00 42.56 ---------------------------------------------------------------------------- -21 18 0.42 70.64 0.00 -17.45 -6.68 0.00 0.00 -5.58 40.94 ---------------------------------------------------------------------------- 18 36 0.63 70.64 0.00 -20.03 -10.33 0.00 0.00 0.00 40.28 ---------------------------------------------------------------------------- Segment Leq : 46.14 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 25.77 + 0.00) = 25.77 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -14 14 0.66 71.50 0.00 -24.80 -8.11 0.00 -12.81 0.00 25.77 ---------------------------------------------------------------------------- Segment Leq : 25.77 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.64 ! 68.64 ROAD (0.00 + 55.14 + 0.00) = 55.14 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -75 79 0.26 79.14 0.00 -12.40 -1.09 0.00 0.00 -10.50 55.14 ---------------------------------------------------------------------------- Segment Leq : 55.14 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.84 ! 67.84 ROAD (0.00 + 50.82 + 0.00) = 50.82 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 71 0.29 79.14 0.00 -15.76 -1.53 0.00 0.00 -11.02 50.82 ---------------------------------------------------------------------------- Segment Leq : 50.82 dBA Total Leq All Segments: 56.89 dBA


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.49 ! 4.50 ! 4.30 ! 70.30 ROAD (36.16 + 37.42 + 33.83) = 40.81 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 -21 0.54 63.03 0.00 -18.93 -7.95 0.00 0.00 0.00 36.16 ---------------------------------------------------------------------------- -21 18 0.33 63.03 0.00 -16.34 -6.67 0.00 0.00 -4.70 35.32* -21 18 0.54 63.03 0.00 -18.93 -6.69 0.00 0.00 0.00 37.42 ---------------------------------------------------------------------------- 18 36 0.54 63.03 0.00 -18.93 -10.28 0.00 0.00 0.00 33.83 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 40.81 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 19.53 + 0.00) = 19.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -14 14 0.57 63.91 0.00 -23.46 -8.11 0.00 -12.81 0.00 19.53 ---------------------------------------------------------------------------- Segment Leq : 19.53 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.27 ! 70.27 ROAD (0.00 + 51.16 + 0.00) = 51.16 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -75 79 0.17 71.54 0.00 -11.51 -0.95 0.00 0.00 -7.91 51.16 ---------------------------------------------------------------------------- Segment Leq : 51.16 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.05 ! 70.05 ROAD (0.00 + 47.65 + 0.00) = 47.65 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 71 0.20 71.54 0.00 -14.66 -1.43 0.00 0.00 -7.80 47.65 ---------------------------------------------------------------------------- Segment Leq : 47.65 dBA Total Leq All Segments: 53.03 dBA


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:02:05 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex008.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 008 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -46.00 deg 32.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 348.00 / 348.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 32.00 deg Barrier height : 3.50 m Elevation : 0.50 m Barrier receiver distance : 239.00 / 239.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.27 ! 68.27 ROAD (0.00 + 51.39 + 38.42) = 51.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.65 79.14 0.00 -19.32 -2.24 0.00 -5.64 0.00 51.93 -64 59 0.29 79.14 0.00 -15.10 -1.92 0.00 0.00 -10.72 51.39 ---------------------------------------------------------------------------- 59 67 0.65 79.14 0.00 -19.32 -15.75 0.00 -5.64 0.00 38.42 ---------------------------------------------------------------------------- Segment Leq : 51.61 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.23 ! 67.23 ROAD (0.00 + 49.38 + 0.00) = 49.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.62 79.14 0.00 -21.46 -2.71 0.00 -5.50 0.00 49.46 -49 57 0.26 79.14 0.00 -16.69 -2.48 0.00 0.00 -10.59 49.38 ---------------------------------------------------------------------------- Segment Leq : 49.38 dBA Total Leq All Segments: 53.81 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.49 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.49 ! 4.50 ! 2.59 ! 68.59


ROAD (30.15 + 28.71 + 0.00) = 32.50 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 0 0.56 63.03 0.00 -21.24 -6.20 0.00 -5.45 0.00 30.15 ---------------------------------------------------------------------------- 0 32 0.56 63.03 0.00 -21.24 -7.63 0.00 -5.45 0.00 28.71 0 32 0.35 63.03 0.00 -18.37 -7.58 0.00 0.00 -5.27 31.81 ---------------------------------------------------------------------------- Segment Leq : 32.50 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 24.79 + 0.00) = 24.79 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -27 25 0.57 63.91 0.00 -22.20 -5.48 0.00 -11.44 0.00 24.79 ---------------------------------------------------------------------------- Segment Leq : 24.79 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.21 ! 69.21 ROAD (0.00 + 45.47 + 32.19) = 45.67 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.56 71.54 0.00 -18.26 -2.16 0.00 -5.64 0.00 45.47 -64 59 0.20 71.54 0.00 -14.04 -1.84 0.00 0.00 -9.29 46.36 ---------------------------------------------------------------------------- 59 67 0.56 71.54 0.00 -18.26 -15.44 0.00 -5.64 0.00 32.19 ---------------------------------------------------------------------------- Segment Leq : 45.67 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.78 ! 68.78 ROAD (0.00 + 43.11 + 0.00) = 43.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.53 71.54 0.00 -20.27 -2.65 0.00 -5.50 0.00 43.11 -49 57 0.17 71.54 0.00 -15.49 -2.42 0.00 0.00 -8.65 44.97 ---------------------------------------------------------------------------- Segment Leq : 43.11 dBA Total Leq All Segments: 47.74 dBA


RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -73.00 deg 68.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 210.00 / 210.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -68.00 deg Angle2 : 60.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 153.00 / 153.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.64 ! 67.64 RT/Custom (24.54 + 39.01 + 27.36) = 39.44 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -73 -68 0.66 67.95 -19.03 -18.71 0.00 -5.68 0.00 24.54 ---------------------------------------------------------------------- -68 60 0.66 67.95 -19.03 -2.14 0.00 -5.68 0.00 41.11 -68 60 0.31 67.95 -15.07 -1.81 0.00 0.00 -12.07 39.01 ---------------------------------------------------------------------- 60 68 0.66 67.95 -19.03 -15.89 0.00 -5.68 0.00 27.36 ---------------------------------------------------------------------- Segment Leq : 39.44 dBA Total Leq All Segments: 39.44 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.45 ! 68.45 RT/Custom (22.75 + 38.33 + 25.48) = 38.66 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -73 -68 0.58 64.94 -18.17 -18.35 0.00 -5.68 0.00 22.75 ---------------------------------------------------------------------- -68 60 0.58 64.94 -18.17 -2.07 0.00 -5.68 0.00 39.03 -68 60 0.22 64.94 -14.04 -1.72 0.00 0.00 -10.86 38.33 ---------------------------------------------------------------------- 60 68 0.58 64.94 -18.17 -15.62 0.00 -5.68 0.00 25.48 ---------------------------------------------------------------------- Segment Leq : 38.66 dBA Total Leq All Segments: 38.66 dBA TOTAL Leq FROM ALL SOURCES (DAY): 53.97 (NIGHT): 48.25


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:43:29 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex009.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 009 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -53.00 deg 69.00 deg Wood depth : 0 (No woods.) No of house rows : 4 / 4 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 183.00 / 183.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 38.66 + 0.00) = 38.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.66 66.80 0.00 -18.03 -2.31 0.00 -7.80 0.00 38.66 ---------------------------------------------------------------------------- Segment Leq : 38.66 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 35.52 + 0.00) = 35.52 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.66 71.50 0.00 -23.23 -4.91 0.00 -7.84 0.00 35.52 ---------------------------------------------------------------------------- Segment Leq : 35.52 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.19 ! 69.19 ROAD (0.00 + 49.11 + 44.86) = 50.50 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.62 79.14 0.00 -19.94 -3.82 0.00 -6.19 0.00 49.19 -57 24 0.26 79.14 0.00 -15.50 -3.62 0.00 0.00 -10.90 49.11 ---------------------------------------------------------------------------- 24 57 0.62 79.14 0.00 -19.94 -8.15 0.00 -6.19 0.00 44.86 ---------------------------------------------------------------------------- Segment Leq : 50.50 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.90 ! 68.90 ROAD (0.00 + 46.23 + 42.13) = 47.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.62 79.14 0.00 -21.89 -4.90 0.00 -6.12 0.00 46.23 -43 18 0.26 79.14 0.00 -17.02 -4.78 0.00 0.00 -8.81 48.53 ---------------------------------------------------------------------------- 18 43 0.62 79.14 0.00 -21.89 -9.00 0.00 -6.12 0.00 42.13 ---------------------------------------------------------------------------- Segment Leq : 47.66 dBA Total Leq All Segments: 52.59 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 32.11 + 0.00) = 32.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.57 59.19 0.00 -17.06 -2.23 0.00 -7.80 0.00 32.11 ---------------------------------------------------------------------------- Segment Leq : 32.11 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 29.21 + 0.00) = 29.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.57 63.91 0.00 -21.97 -4.89 0.00 -7.84 0.00 29.21 ---------------------------------------------------------------------------- Segment Leq : 29.21 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.63 ! 69.63 ROAD (0.00 + 42.75 + 38.48) = 44.13 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.53 71.54 0.00 -18.83 -3.77 0.00 -6.19 0.00 42.75 -57 24 0.17 71.54 0.00 -14.39 -3.57 0.00 0.00 -10.05 43.53 ---------------------------------------------------------------------------- 24 57 0.53 71.54 0.00 -18.83 -8.04 0.00 -6.19 0.00 38.48 ---------------------------------------------------------------------------- Segment Leq : 44.13 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 39.88 + 35.81) = 41.31 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.53 71.54 0.00 -20.67 -4.87 0.00 -6.12 0.00 39.88 -43 18 0.17 71.54 0.00 -15.80 -4.75 0.00 0.00 -7.39 43.59 ---------------------------------------------------------------------------- 18 43 0.53 71.54 0.00 -20.67 -8.94 0.00 -6.12 0.00 35.81 ---------------------------------------------------------------------------- Segment Leq : 41.31 dBA Total Leq All Segments: 46.22 dBA


RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -57.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 256.00 / 256.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -57.00 deg Angle2 : 24.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 218.00 / 218.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.43 ! 68.43 RT/Custom (0.00 + 36.23 + 33.31) = 38.02 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -57 24 0.64 67.95 -20.27 -3.83 0.00 -6.19 0.00 37.66 -57 24 0.28 67.95 -15.83 -3.64 0.00 0.00 -12.26 36.23 ---------------------------------------------------------------------- 24 57 0.64 67.95 -20.27 -8.18 0.00 -6.19 0.00 33.31 ---------------------------------------------------------------------- Segment Leq : 38.02 dBA Total Leq All Segments: 38.02 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.87 ! 68.87 RT/Custom (0.00 + 35.16 + 31.52) = 36.72 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -57 24 0.56 64.94 -19.16 -3.79 0.00 -6.19 0.00 35.81 -57 24 0.19 64.94 -14.72 -3.58 0.00 0.00 -11.48 35.16 ---------------------------------------------------------------------- 24 57 0.56 64.94 -19.16 -8.07 0.00 -6.19 0.00 31.52 ---------------------------------------------------------------------- Segment Leq : 36.72 dBA Total Leq All Segments: 36.72 dBA TOTAL Leq FROM ALL SOURCES (DAY): 52.74 (NIGHT): 46.68


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 27.08 + 0.00) = 27.08 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 40 0.66 61.00 0.00 -22.04 -3.41 0.00 -8.47 0.00 27.08 ---------------------------------------------------------------------------- Segment Leq : 27.08 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.91 ! 68.91 ROAD (0.00 + 54.71 + 50.67) = 56.16 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.26 79.14 0.00 -12.05 -1.57 0.00 0.00 -10.81 54.71 ---------------------------------------------------------------------------- 56 71 0.62 79.14 0.00 -15.49 -12.98 0.00 0.00 0.00 50.67 ---------------------------------------------------------------------------- Segment Leq : 56.16 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.56 ! 68.56 ROAD (0.00 + 52.21 + 45.22) = 53.00 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.26 79.14 0.00 -14.75 -2.17 0.00 0.00 -10.01 52.21 ---------------------------------------------------------------------------- 50 58 0.62 79.14 0.00 -18.97 -14.95 0.00 0.00 0.00 45.22 ---------------------------------------------------------------------------- Segment Leq : 53.00 dBA Total Leq All Segments: 57.88 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 20.69 + 0.00) = 20.69 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 40 0.57 53.38 0.00 -20.85 -3.37 0.00 -8.47 0.00 20.69 ---------------------------------------------------------------------------- Segment Leq : 20.69 dBA


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.95 ! 69.95 ROAD (0.00 + 49.90 + 44.24) = 50.94 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.17 71.54 0.00 -11.18 -1.45 0.00 0.00 -9.01 49.90 ---------------------------------------------------------------------------- 56 71 0.53 71.54 0.00 -14.63 -12.66 0.00 0.00 0.00 44.24 ---------------------------------------------------------------------------- Segment Leq : 50.94 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.36 ! 70.36 ROAD (0.00 + 48.43 + 38.88) = 48.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.17 71.54 0.00 -13.69 -2.09 0.00 0.00 -7.33 48.43 ---------------------------------------------------------------------------- 50 58 0.53 71.54 0.00 -17.91 -14.74 0.00 0.00 0.00 38.88 ---------------------------------------------------------------------------- Segment Leq : 48.88 dBA Total Leq All Segments: 53.04 dBA RT/Custom data, segment # 1: 417W BUSSES (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h


Data for Segment # 1: 417W BUSSES (day/night) --------------------------------------------- Angle1 Angle2 : -80.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 136.00 / 136.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -80.00 deg Angle2 : 56.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 89.00 / 89.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSES (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.33 ! 68.33 RT/Custom (0.00 + 42.30 + 39.13) = 44.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 56 0.28 67.95 -12.30 -1.60 0.00 0.00 -11.75 42.30 ---------------------------------------------------------------------- 56 71 0.64 67.95 -15.75 -13.07 0.00 0.00 0.00 39.13 ---------------------------------------------------------------------- Segment Leq : 44.00 dBA Total Leq All Segments: 44.00 dBA Results segment # 1: 417W BUSSES (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.36 ! 69.36 RT/Custom (0.00 + 41.97 + 37.30) = 43.25 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 56 0.19 64.94 -11.44 -1.48 0.00 0.00 -10.04 41.97 ---------------------------------------------------------------------- 56 71 0.56 64.94 -14.89 -12.76 0.00 0.00 0.00 37.30 ---------------------------------------------------------------------- Segment Leq : 43.25 dBA Total Leq All Segments: 43.25 dBA TOTAL Leq FROM ALL SOURCES (DAY): 58.05 (NIGHT): 53.48


Road data, segment # 2: 417WW (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417WW (day/night) --------------------------------------- Angle1 Angle2 : 0.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 13.00 deg Angle2 : 50.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 125.00 / 125.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 3: 417WE (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417WE (day/night) --------------------------------------- Angle1 Angle2 : -63.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -63.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 188.00 / 188.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 4: 417EW (day/night) ----------------------------------------- Car traffic volume : 44527/3872 veh/TimePeriod * Medium truck volume : 610/53 veh/TimePeriod * Heavy truck volume : 1783/155 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 51000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 4: 417EW (day/night) --------------------------------------- Angle1 Angle2 : 0.00 deg 49.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 294.00 / 294.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 49.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 124.00 / 124.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 5: 417EE (day/night) ----------------------------------------- Car traffic volume : 44527/3872 veh/TimePeriod * Medium truck volume : 610/53 veh/TimePeriod * Heavy truck volume : 1783/155 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 51000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 5: 417EE (day/night) --------------------------------------- Angle1 Angle2 : -48.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 294.00 / 294.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -48.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 188.00 / 188.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 36.11 + 0.00) = 36.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -69 64 0.66 61.00 0.00 -17.91 -2.02 0.00 -4.95 0.00 36.11 ---------------------------------------------------------------------------- Segment Leq : 36.11 dBA Results segment # 2: 417WW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.79 ! 68.79 ROAD (44.03 + 48.12 + 39.97) = 50.00 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 13 0.62 79.14 0.00 -18.94 -11.44 0.00 -4.73 0.00 44.03 ---------------------------------------------------------------------------- 13 50 0.62 79.14 0.00 -18.94 -7.35 0.00 -4.73 0.00 48.12 13 50 0.41 79.14 0.00 -16.48 -7.19 0.00 0.00 -6.09 49.38 ---------------------------------------------------------------------------- 50 57 0.62 79.14 0.00 -18.94 -15.50 0.00 -4.73 0.00 39.97 ---------------------------------------------------------------------------- Segment Leq : 50.00 dBA


Results segment # 3: 417WE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.18 ! 69.18 ROAD (0.00 + 48.32 + 39.90) = 48.90 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -63 -5 0.62 79.14 0.00 -18.94 -5.56 0.00 -4.73 0.00 49.91 -63 -5 0.26 79.14 0.00 -14.72 -5.20 0.00 0.00 -10.90 48.32 ---------------------------------------------------------------------------- -5 0 0.62 79.14 0.00 -18.94 -15.57 0.00 -4.73 0.00 39.90 ---------------------------------------------------------------------------- Segment Leq : 48.90 dBA Results segment # 4: 417EW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.59 ! 68.59 ROAD (37.16 + 46.23 + 0.00) = 46.74 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 5 0.62 78.30 0.00 -20.91 -15.57 0.00 -4.66 0.00 37.16 ---------------------------------------------------------------------------- 5 49 0.62 78.30 0.00 -20.91 -6.50 0.00 -4.66 0.00 46.23 5 49 0.41 78.30 0.00 -18.20 -6.37 0.00 0.00 -6.07 47.65 ---------------------------------------------------------------------------- Segment Leq : 46.74 dBA


Results segment # 5: 417EE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.89 ! 68.89 ROAD (0.00 + 46.15 + 37.16) = 46.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.62 78.30 0.00 -20.91 -6.59 0.00 -4.66 0.00 46.15 -48 -5 0.26 78.30 0.00 -16.26 -6.37 0.00 0.00 -9.00 46.66 ---------------------------------------------------------------------------- -5 0 0.62 78.30 0.00 -20.91 -15.57 0.00 -4.66 0.00 37.16 ---------------------------------------------------------------------------- Segment Leq : 46.66 dBA Total Leq All Segments: 54.40 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 29.55 + 0.00) = 29.55 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -69 64 0.57 53.38 0.00 -16.95 -1.93 0.00 -4.95 0.00 29.55 ---------------------------------------------------------------------------- Segment Leq : 29.55 dBA Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.10 ! 70.10 ROAD (37.49 + 41.64 + 33.63) = 43.52 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 13 0.53 71.54 0.00 -17.88 -11.43 0.00 -4.73 0.00 37.49 ---------------------------------------------------------------------------- 13 50 0.53 71.54 0.00 -17.88 -7.28 0.00 -4.73 0.00 41.64 13 50 0.32 71.54 0.00 -15.43 -7.12 0.00 0.00 -5.07 43.92 ---------------------------------------------------------------------------- 50 57 0.53 71.54 0.00 -17.88 -15.30 0.00 -4.73 0.00 33.63 ---------------------------------------------------------------------------- Segment Leq : 43.52 dBA


Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.64 ! 69.64 ROAD (0.00 + 42.74 + 33.36) = 43.22 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -63 -5 0.53 71.54 0.00 -17.88 -5.47 0.00 -4.73 0.00 43.45 -63 -5 0.17 71.54 0.00 -13.67 -5.10 0.00 0.00 -10.02 42.74 ---------------------------------------------------------------------------- -5 0 0.53 71.54 0.00 -17.88 -15.57 0.00 -4.73 0.00 33.36 ---------------------------------------------------------------------------- Segment Leq : 43.22 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.32 ! 70.32 ROAD (30.73 + 39.85 + 0.00) = 40.35 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 5 0.53 70.70 0.00 -19.75 -15.57 0.00 -4.66 0.00 30.73 ---------------------------------------------------------------------------- 5 49 0.53 70.70 0.00 -19.75 -6.45 0.00 -4.66 0.00 39.85 5 49 0.32 70.70 0.00 -17.03 -6.32 0.00 0.00 -5.01 42.34 ---------------------------------------------------------------------------- Segment Leq : 40.35 dBA


Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 39.76 + 30.73) = 40.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.53 70.70 0.00 -19.75 -6.53 0.00 -4.66 0.00 39.76 -48 -5 0.17 70.70 0.00 -15.10 -6.32 0.00 0.00 -7.51 41.77 ---------------------------------------------------------------------------- -5 0 0.53 70.70 0.00 -19.75 -15.57 0.00 -4.66 0.00 30.73 ---------------------------------------------------------------------------- Segment Leq : 40.27 dBA Total Leq All Segments: 48.19 dBA


RT/Custom data, segment # 1: 417W BUSSESW (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSESW (day/night) ---------------------------------------------- Angle1 Angle2 : 0.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 13.00 deg Angle2 : 50.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 124.00 / 124.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: 417W BUSSESE (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 2: 417W BUSSESE (day/night) ---------------------------------------------- Angle1 Angle2 : -63.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -63.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 188.00 / 188.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSESW (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.28 ! 68.28 RT/Custom (32.53 + 36.60 + 28.41) = 38.48 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 13 0.64 67.95 -19.25 -11.44 0.00 -4.73 0.00 32.53 ---------------------------------------------------------------------- 13 50 0.64 67.95 -19.25 -7.37 0.00 -4.73 0.00 36.60 13 50 0.44 67.95 -16.79 -7.21 0.00 0.00 -6.72 37.22 ---------------------------------------------------------------------- 50 57 0.64 67.95 -19.25 -15.56 0.00 -4.73 0.00 28.41 ---------------------------------------------------------------------- Segment Leq : 38.48 dBA Results segment # 2: 417W BUSSESE (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.42 ! 68.42 RT/Custom (0.00 + 35.45 + 28.40) = 36.24 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -5 0.64 67.95 -19.25 -5.59 0.00 -4.73 0.00 38.38 -63 -5 0.28 67.95 -15.04 -5.22 0.00 0.00 -12.23 35.45 ---------------------------------------------------------------------- -5 0 0.64 67.95 -19.25 -15.57 0.00 -4.73 0.00 28.40 ---------------------------------------------------------------------- Segment Leq : 36.24 dBA Total Leq All Segments: 40.51 dBA


Results segment # 1: 417W BUSSESW (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.60 ! 69.60 RT/Custom (35.31 + 36.74 + 31.39) = 39.77 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 13 0.56 64.94 -18.20 -11.43 0.00 0.00 0.00 35.31 ---------------------------------------------------------------------- 13 50 0.34 64.94 -15.74 -7.14 0.00 0.00 -5.32 36.74 ---------------------------------------------------------------------- 50 57 0.56 64.94 -18.20 -15.36 0.00 0.00 0.00 31.39 ---------------------------------------------------------------------- Segment Leq : 39.77 dBA Results segment # 2: 417W BUSSESE (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.88 ! 68.88 RT/Custom (0.00 + 34.39 + 31.18) = 36.09 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -5 0.19 64.94 -13.98 -5.13 0.00 0.00 -11.43 34.39 ---------------------------------------------------------------------- -5 0 0.56 64.94 -18.20 -15.57 0.00 0.00 0.00 31.18 ---------------------------------------------------------------------- Segment Leq : 36.09 dBA Total Leq All Segments: 41.32 dBA TOTAL Leq FROM ALL SOURCES (DAY): 54.57 (NIGHT): 49.00


Road data, segment # 2: 417WW (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417WW (day/night) --------------------------------------- Angle1 Angle2 : 0.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 139.00 / 139.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 35.00 / 35.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 3: 417WE (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417WE (day/night) --------------------------------------- Angle1 Angle2 : -70.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 139.00 / 139.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 4: 417EW (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 4: 417EW (day/night) --------------------------------------- Angle1 Angle2 : 0.00 deg 60.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 208.00 / 208.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 60.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 35.00 / 35.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 5: 417EE (day/night) ----------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 5: 417EE (day/night) --------------------------------------- Angle1 Angle2 : -60.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 208.00 / 208.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -60.00 deg Angle2 : -10.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 29.98 + 0.00) = 29.98 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.66 61.00 0.00 -20.20 -2.32 0.00 -8.50 0.00 29.98 ---------------------------------------------------------------------------- Segment Leq : 29.98 dBA Results segment # 2: 417WW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.35 ! 68.35 ROAD (0.00 + 53.17 + 0.00) = 53.17 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.41 79.14 0.00 -13.62 -4.61 0.00 0.00 -7.74 53.17 ---------------------------------------------------------------------------- Segment Leq : 53.17 dBA


Results segment # 3: 417WE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.12 ! 69.12 ROAD (0.00 + 50.48 + 47.92) = 52.40 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -5 0.26 79.14 0.00 -12.17 -4.78 0.00 0.00 -11.72 50.48 ---------------------------------------------------------------------------- -5 0 0.62 79.14 0.00 -15.65 -15.57 0.00 0.00 0.00 47.92 ---------------------------------------------------------------------------- Segment Leq : 52.40 dBA Results segment # 4: 417EW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.23 ! 68.23 ROAD (0.00 + 49.99 + 0.00) = 49.99 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.41 79.14 0.00 -16.08 -5.13 0.00 0.00 -7.94 49.99 ---------------------------------------------------------------------------- Segment Leq : 49.99 dBA


Results segment # 5: 417EE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.75 ! 68.75 ROAD (0.00 + 49.25 + 48.09) = 51.72 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 -10 0.26 79.14 0.00 -14.37 -5.84 0.00 0.00 -9.69 49.25 ---------------------------------------------------------------------------- -10 0 0.62 79.14 0.00 -18.48 -12.57 0.00 0.00 0.00 48.09 ---------------------------------------------------------------------------- Segment Leq : 51.72 dBA Total Leq All Segments: 58.00 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 23.53 + 0.00) = 23.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.57 53.38 0.00 -19.10 -2.25 0.00 -8.50 0.00 23.53 ---------------------------------------------------------------------------- Segment Leq : 23.53 dBA


Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.60 ! 70.60 ROAD (0.00 + 52.02 + 0.00) = 52.02 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.32 71.54 0.00 -12.75 -4.50 0.00 0.00 -4.99 49.30* 0 70 0.53 71.54 0.00 -14.78 -4.75 0.00 0.00 0.00 52.02 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 52.02 dBA Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.71 ! 69.71 ROAD (0.00 + 45.03 + 41.19) = 46.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -5 0.17 71.54 0.00 -11.29 -4.66 0.00 0.00 -10.55 45.03 ---------------------------------------------------------------------------- -5 0 0.53 71.54 0.00 -14.78 -15.57 0.00 0.00 0.00 41.19 ---------------------------------------------------------------------------- Segment Leq : 46.53 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+--------------


1.40 ! 4.50 ! 3.73 ! 70.73 ROAD (0.00 + 48.86 + 0.00) = 48.86 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.32 71.54 0.00 -15.05 -5.05 0.00 0.00 -4.96 46.47* 0 60 0.53 71.54 0.00 -17.45 -5.23 0.00 0.00 0.00 48.86 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 48.86 dBA Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.14 ! 70.14 ROAD (0.00 + 44.83 + 41.52) = 46.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 -10 0.17 71.54 0.00 -13.34 -5.74 0.00 0.00 -7.62 44.83 ---------------------------------------------------------------------------- -10 0 0.53 71.54 0.00 -17.45 -12.56 0.00 0.00 0.00 41.52 ---------------------------------------------------------------------------- Segment Leq : 46.49 dBA Total Leq All Segments: 55.13 dBA RT/Custom data, segment # 1: 417W BUSES W (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSES W (day/night) ---------------------------------------------- Angle1 Angle2 : 0.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 120.00 / 120.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 35.00 / 35.00 m


Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: 417W BUSES E (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 2: 417W BUSES E (day/night) ---------------------------------------------- Angle1 Angle2 : -70.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 120.00 / 120.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSES W (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.15 ! 68.15 RT/Custom (0.00 + 42.07 + 0.00) = 42.07 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.44 67.95 -12.96 -4.64 0.00 0.00 -8.28 42.07 ---------------------------------------------------------------------- Segment Leq : 42.07 dBA Results segment # 2: 417W BUSES E (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.47 ! 68.47 RT/Custom (0.00 + 34.41 + 37.53) = 39.25 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 -5 0.28 67.95 -11.60 -4.81 0.00 0.00 -17.12 34.41 ---------------------------------------------------------------------- -5 0 0.64 67.95 -14.86 -15.57 0.00 0.00 0.00 37.53 ---------------------------------------------------------------------- Segment Leq : 39.25 dBA Total Leq All Segments: 43.90 dBA


Results segment # 1: 417W BUSES W (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 3.27 ! 70.27 RT/Custom (0.00 + 43.22 + 0.00) = 43.22 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.34 64.94 -12.15 -4.53 0.00 0.00 -5.04 43.22 ---------------------------------------------------------------------- Segment Leq : 43.22 dBA Results segment # 2: 417W BUSES E (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.67 ! 68.67 RT/Custom (0.00 + 32.75 + 35.33) = 37.24 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 -5 0.19 64.94 -10.79 -4.69 0.00 0.00 -16.71 32.75 ---------------------------------------------------------------------- -5 0 0.56 64.94 -14.04 -15.57 0.00 0.00 0.00 35.33 ---------------------------------------------------------------------- Segment Leq : 37.24 dBA Total Leq All Segments: 44.20 dBA TOTAL Leq FROM ALL SOURCES (DAY): 58.16 (NIGHT): 55.47


Road data, segment # 2: 417W (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417W (day/night) -------------------------------------- Angle1 Angle2 : -65.00 deg 65.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -65.00 deg Angle2 : -25.00 deg Barrier height : 6.00 m Elevation : 2.50 m Barrier receiver distance : 194.00 / 194.00 m Source elevation : 68.00 m Receiver elevation : 65.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 43.49 + 0.00) = 43.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -77 76 0.66 61.00 0.00 -14.93 -1.67 0.00 -0.90 0.00 43.49 ---------------------------------------------------------------------------- Segment Leq : 43.49 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.09 ! 69.09 ROAD (0.00 + 46.69 + 55.17) = 55.75 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 -25 0.59 79.14 0.00 -18.59 -7.49 0.00 -1.91 0.00 51.14 -65 -25 0.23 79.14 0.00 -14.37 -6.91 0.00 0.00 -11.16 46.69 ---------------------------------------------------------------------------- -25 65 0.59 79.14 0.00 -18.59 -3.46 0.00 -1.91 0.00 55.17 ---------------------------------------------------------------------------- Segment Leq : 55.75 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.61 ! 68.61 ROAD (0.00 + 49.02 + 51.16) = 53.23 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 0 0.59 79.14 0.00 -20.40 -6.29 0.00 -1.88 0.00 50.56 -45 0 0.38 79.14 0.00 -17.71 -6.20 0.00 0.00 -6.21 49.02 ---------------------------------------------------------------------------- 0 53 0.59 79.14 0.00 -20.40 -5.70 0.00 -1.88 0.00 51.16 ---------------------------------------------------------------------------- Segment Leq : 53.23 dBA Total Leq All Segments: 57.84 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 36.80 + 0.00) = 36.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -77 76 0.57 53.38 0.00 -14.12 -1.56 0.00 -0.90 0.00 36.80 ---------------------------------------------------------------------------- Segment Leq : 36.80 dBA


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.47 ! 69.47 ROAD (0.00 + 41.01 + 48.69) = 49.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 -25 0.50 71.54 0.00 -17.53 -7.35 0.00 -1.91 0.00 44.74 -65 -25 0.14 71.54 0.00 -13.32 -6.76 0.00 0.00 -10.44 41.01 ---------------------------------------------------------------------------- -25 65 0.50 71.54 0.00 -17.53 -3.40 0.00 -1.91 0.00 48.69 ---------------------------------------------------------------------------- Segment Leq : 49.38 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.59 ! 69.59 ROAD (0.00 + 43.53 + 44.77) = 47.20 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 0 0.50 71.54 0.00 -19.25 -6.25 0.00 -1.88 0.00 44.16 -45 0 0.29 71.54 0.00 -16.55 -6.16 0.00 0.00 -5.30 43.53 ---------------------------------------------------------------------------- 0 53 0.50 71.54 0.00 -19.25 -5.64 0.00 -1.88 0.00 44.77 ---------------------------------------------------------------------------- Segment Leq : 47.20 dBA Total Leq All Segments: 51.58 dBA


RT/Custom data, segment # 1: 417W BUSSES (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSES (day/night) --------------------------------------------- Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 2.50 m Barrier receiver distance : 123.00 / 123.00 m Source elevation : 68.00 m Receiver elevation : 65.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSES (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.83 ! 67.83 RT/Custom (0.00 + 42.77 + 0.00) = 42.77 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 70 0.62 67.95 -18.90 -1.83 0.00 -1.91 0.00 45.30 -70 70 0.41 67.95 -16.44 -1.59 0.00 0.00 -7.15 42.77 ---------------------------------------------------------------------- Segment Leq : 42.77 dBA Total Leq All Segments: 42.77 dBA Results segment # 1: 417W BUSSES (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.17 ! 69.17 RT/Custom (0.00 + 42.44 + 0.00) = 42.44 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 70 0.52 64.94 -17.85 -1.73 0.00 -1.91 0.00 43.45 -70 70 0.31 64.94 -15.39 -1.49 0.00 0.00 -5.62 42.44 ---------------------------------------------------------------------- Segment Leq : 42.44 dBA Total Leq All Segments: 42.44 dBA TOTAL Leq FROM ALL SOURCES (DAY): 57.98 (NIGHT): 52.08


Road data, segment # 2: 417W (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417W (day/night) -------------------------------------- Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 159.00 / 159.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 3: 417E (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417E (day/night) -------------------------------------- Angle1 Angle2 : -56.00 deg 63.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 220.00 / 220.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 38.54 + 0.00) = 38.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.66 61.00 0.00 -16.60 -1.78 0.00 -4.07 0.00 38.54 ---------------------------------------------------------------------------- Segment Leq : 38.54 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 60.23 + 0.00) = 60.23 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.66 79.14 0.00 -17.02 -1.88 0.00 0.00 0.00 60.23 ---------------------------------------------------------------------------- Segment Leq : 60.23 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 57.42 + 0.00) = 57.42 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.66 79.14 0.00 -19.36 -2.36 0.00 0.00 0.00 57.42 ---------------------------------------------------------------------------- Segment Leq : 57.42 dBA Total Leq All Segments: 62.08 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 31.93 + 0.00) = 31.93 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.57 53.38 0.00 -15.70 -1.67 0.00 -4.07 0.00 31.93 ---------------------------------------------------------------------------- Segment Leq : 31.93 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 53.62 + 0.00) = 53.62 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.57 71.54 0.00 -16.13 -1.79 0.00 0.00 0.00 53.62 ---------------------------------------------------------------------------- Segment Leq : 53.62 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 50.90 + 0.00) = 50.90 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.57 71.54 0.00 -18.35 -2.29 0.00 0.00 0.00 50.90 ---------------------------------------------------------------------------- Segment Leq : 50.90 dBA Total Leq All Segments: 55.50 dBA


RT/Custom data, segment # 1: 417W BUSSES (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSES (day/night) --------------------------------------------- Angle1 Angle2 : -80.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 159.00 / 159.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: 417W BUSSES (day) -------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 49.34 + 0.00) = 49.34 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 80 0.66 67.95 -17.02 -1.59 0.00 0.00 0.00 49.34 ---------------------------------------------------------------------- Segment Leq : 49.34 dBA Total Leq All Segments: 49.34 dBA Results segment # 1: 417W BUSSES (night) ---------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 47.03 + 0.00) = 47.03 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 80 0.60 64.94 -16.40 -1.50 0.00 0.00 0.00 47.03 ---------------------------------------------------------------------- Segment Leq : 47.03 dBA Total Leq All Segments: 47.03 dBA TOTAL Leq FROM ALL SOURCES (DAY): 62.30 (NIGHT): 56.08


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:09:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex016.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 016 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -81.00 deg 84.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 63.00 / 63.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: 417W (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417W (day/night) -------------------------------------- Angle1 Angle2 : -43.00 deg 43.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 355.00 / 355.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 3: 417E (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417E (day/night) -------------------------------------- Angle1 Angle2 : -38.00 deg 38.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 418.00 / 418.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 49.11 + 0.00) = 49.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -81 84 0.66 61.00 0.00 -10.35 -1.54 0.00 0.00 0.00 49.11 ---------------------------------------------------------------------------- Segment Leq : 49.11 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 49.49 + 0.00) = 49.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 43 0.66 79.14 0.00 -22.81 -3.49 0.00 -3.35 0.00 49.49 ---------------------------------------------------------------------------- Segment Leq : 49.49 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 47.86 + 0.00) = 47.86 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -38 38 0.66 79.14 0.00 -23.99 -3.96 0.00 -3.33 0.00 47.86 ---------------------------------------------------------------------------- Segment Leq : 47.86 dBA Total Leq All Segments: 53.65 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 42.19 + 0.00) = 42.19 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -81 84 0.57 53.38 0.00 -9.79 -1.40 0.00 0.00 0.00 42.19 ---------------------------------------------------------------------------- Segment Leq : 42.19 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 43.12 + 0.00) = 43.12 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 43 0.57 71.54 0.00 -21.62 -3.45 0.00 -3.35 0.00 43.12 ---------------------------------------------------------------------------- Segment Leq : 43.12 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 41.55 + 0.00) = 41.55 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -38 38 0.57 71.54 0.00 -22.73 -3.93 0.00 -3.33 0.00 41.55 ---------------------------------------------------------------------------- Segment Leq : 41.55 dBA Total Leq All Segments: 47.11 dBA


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 39.22 + 0.00) = 39.22 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -74 71 0.66 61.00 0.00 -16.50 -1.79 0.00 -3.48 0.00 39.22 ---------------------------------------------------------------------------- Segment Leq : 39.22 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 44.64 + 0.00) = 44.64 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -35 35 0.66 79.14 0.00 -23.88 -4.28 0.00 -6.33 0.00 44.64 ---------------------------------------------------------------------------- Segment Leq : 44.64 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 43.06 + 0.00) = 43.06 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 30 0.66 79.14 0.00 -24.86 -4.90 0.00 -6.30 0.00 43.06 ---------------------------------------------------------------------------- Segment Leq : 43.06 dBA Total Leq All Segments: 47.61 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 32.60 + 0.00) = 32.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -74 71 0.57 53.38 0.00 -15.61 -1.69 0.00 -3.48 0.00 32.60 ---------------------------------------------------------------------------- Segment Leq : 32.60 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 38.31 + 0.00) = 38.31 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -35 35 0.57 71.54 0.00 -22.63 -4.26 0.00 -6.33 0.00 38.31 ---------------------------------------------------------------------------- Segment Leq : 38.31 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 36.78 + 0.00) = 36.78 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 30 0.57 71.54 0.00 -23.56 -4.89 0.00 -6.30 0.00 36.78 ---------------------------------------------------------------------------- Segment Leq : 36.78 dBA Total Leq All Segments: 41.26 dBA


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:11:17 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex018.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 018 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 80 % Surface : 1 (Absorptive ground surface) Receiver source distance : 29.00 / 29.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 48.54 + 0.00) = 48.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -4.75 -1.50 0.00 -6.20 0.00 48.54 ---------------------------------------------------------------------------- Segment Leq : 48.54 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 58.00 + 0.00) = 58.00 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 67 0.66 79.14 0.00 -19.03 -2.11 0.00 0.00 0.00 58.00 ---------------------------------------------------------------------------- Segment Leq : 58.00 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 55.81 + 0.00) = 55.81 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 59 0.66 79.14 0.00 -20.81 -2.52 0.00 0.00 0.00 55.81 ---------------------------------------------------------------------------- Segment Leq : 55.81 dBA Total Leq All Segments: 60.35 dBA


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 41.33 + 0.00) = 41.33 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 53.38 0.00 -4.50 -1.36 0.00 -6.20 0.00 41.33 ---------------------------------------------------------------------------- Segment Leq : 41.33 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 51.48 + 0.00) = 51.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 67 0.57 71.54 0.00 -18.03 -2.03 0.00 0.00 0.00 51.48 ---------------------------------------------------------------------------- Segment Leq : 51.48 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 49.36 + 0.00) = 49.36 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 59 0.57 71.54 0.00 -19.72 -2.46 0.00 0.00 0.00 49.36 ---------------------------------------------------------------------------- Segment Leq : 49.36 dBA Total Leq All Segments: 53.81 dBA


RT/Custom data, segment # 1: 417 BUSSES (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417 BUSSES (day/night) -------------------------------------------- Angle1 Angle2 : -62.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 210.00 / 210.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: 417 BUSSES (day) ------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 46.82 + 0.00) = 46.82 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -62 67 0.66 67.95 -19.03 -2.11 0.00 0.00 0.00 46.82 ---------------------------------------------------------------------- Segment Leq : 46.82 dBA Total Leq All Segments: 46.82 dBA Results segment # 1: 417 BUSSES (night) --------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 44.55 + 0.00) = 44.55 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -62 67 0.60 64.94 -18.34 -2.05 0.00 0.00 0.00 44.55 ---------------------------------------------------------------------- Segment Leq : 44.55 dBA Total Leq All Segments: 44.55 dBA TOTAL Leq FROM ALL SOURCES (DAY): 60.54 (NIGHT): 54.30


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 46.76 + 0.00) = 46.76 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 83 0.66 61.00 0.00 -9.10 -1.51 0.00 -3.62 0.00 46.76 ---------------------------------------------------------------------------- Segment Leq : 46.76 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 52.42 + 0.00) = 52.42 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -55 57 0.66 79.14 0.00 -21.00 -2.55 0.00 -3.17 0.00 52.42 ---------------------------------------------------------------------------- Segment Leq : 52.42 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 50.58 + 0.00) = 50.58 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 50 0.66 79.14 0.00 -22.35 -3.08 0.00 -3.12 0.00 50.58 ---------------------------------------------------------------------------- Segment Leq : 50.58 dBA Total Leq All Segments: 55.27 dBA


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 39.77 + 0.00) = 39.77 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 83 0.57 53.38 0.00 -8.61 -1.37 0.00 -3.62 0.00 39.77 ---------------------------------------------------------------------------- Segment Leq : 39.77 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 45.98 + 0.00) = 45.98 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -55 57 0.57 71.54 0.00 -19.90 -2.48 0.00 -3.17 0.00 45.98 ---------------------------------------------------------------------------- Segment Leq : 45.98 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 44.20 + 0.00) = 44.20 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 50 0.57 71.54 0.00 -21.18 -3.04 0.00 -3.12 0.00 44.20 ---------------------------------------------------------------------------- Segment Leq : 44.20 dBA Total Leq All Segments: 48.77 dBA


STAMSON 5.0 NORMAL REPORT Date: 08-07-2010 09:44:08 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex020.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 020 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 58.00 / 58.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 49.75 + 0.00) = 49.75 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -9.75 -1.50 0.00 0.00 0.00 49.75 ---------------------------------------------------------------------------- Segment Leq : 49.75 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 56.53 + 0.00) = 56.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.66 79.14 0.00 -20.28 -2.32 0.00 0.00 0.00 56.53 ---------------------------------------------------------------------------- Segment Leq : 56.53 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 54.53 + 0.00) = 54.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 50 0.66 79.14 0.00 -21.67 -2.93 0.00 0.00 0.00 54.53 ---------------------------------------------------------------------------- Segment Leq : 54.53 dBA Total Leq All Segments: 59.18 dBA


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 42.80 + 0.00) = 42.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 53.38 0.00 -9.22 -1.36 0.00 0.00 0.00 42.80 ---------------------------------------------------------------------------- Segment Leq : 42.80 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 50.06 + 0.00) = 50.06 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.57 71.54 0.00 -19.22 -2.25 0.00 0.00 0.00 50.06 ---------------------------------------------------------------------------- Segment Leq : 50.06 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 48.12 + 0.00) = 48.12 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 50 0.57 71.54 0.00 -20.53 -2.89 0.00 0.00 0.00 48.12 ---------------------------------------------------------------------------- Segment Leq : 48.12 dBA Total Leq All Segments: 52.68 dBA


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:14:34 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex023.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 023 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -75.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 131.00 / 131.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:15:09 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex024.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 024 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : 0.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 269.00 / 269.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 35.72 + 0.00) = 35.72 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 90 0.66 61.00 0.00 -20.81 -4.47 0.00 0.00 0.00 35.72 ---------------------------------------------------------------------------- Segment Leq : 35.72 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 51.01 + 0.00) = 51.01 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -37 37 0.66 79.14 0.00 -24.06 -4.06 0.00 0.00 0.00 51.01 ---------------------------------------------------------------------------- Segment Leq : 51.01 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 46.78 + 0.00) = 46.78 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -13 20 0.66 79.14 0.00 -24.94 -7.41 0.00 0.00 0.00 46.78 ---------------------------------------------------------------------------- Segment Leq : 46.78 dBA Total Leq All Segments: 52.49 dBA


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 29.38 + 0.00) = 29.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 90 0.57 53.38 0.00 -19.69 -4.31 0.00 0.00 0.00 29.38 ---------------------------------------------------------------------------- Segment Leq : 29.38 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 44.70 + 0.00) = 44.70 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -37 37 0.57 71.54 0.00 -22.80 -4.04 0.00 0.00 0.00 44.70 ---------------------------------------------------------------------------- Segment Leq : 44.70 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 40.49 + 0.00) = 40.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -13 20 0.57 71.54 0.00 -23.63 -7.41 0.00 0.00 0.00 40.49 ---------------------------------------------------------------------------- Segment Leq : 40.49 dBA Total Leq All Segments: 46.19 dBA


STAMSON 5.0 NORMAL REPORT Date: 04-02-2010 13:16:02 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ex025.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - EXISTING - REC 025 Road data, segment # 1: Holly Acres (day/night) ----------------------------------------------- Car traffic volume : 7935/690 veh/TimePeriod * Medium truck volume : 631/55 veh/TimePeriod * Heavy truck volume : 451/39 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 9801 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Holly Acres (day/night) --------------------------------------------- Angle1 Angle2 : -90.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 75.00 / 75.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: 417 West (day/night) -------------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417 West (day/night) ------------------------------------------ Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 199.00 / 199.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 3: 417 East (day/night) -------------------------------------------- Car traffic volume : 64783/5633 veh/TimePeriod * Medium truck volume : 887/77 veh/TimePeriod * Heavy truck volume : 2594/226 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 74200 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417 East (day/night) ------------------------------------------ Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 289.00 / 289.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -30.00 deg Angle2 : 70.00 deg Barrier height : 3.00 m Elevation : 4.00 m Barrier receiver distance : 278.00 / 278.00 m Source elevation : 70.00 m Receiver elevation : 66.00 m Barrier elevation : 70.00 m Reference angle : 0.00


Results segment # 1: Holly Acres (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 57.51 + 0.00) = 57.51 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.66 70.64 0.00 -11.60 -1.52 0.00 0.00 0.00 57.51 ---------------------------------------------------------------------------- Segment Leq : 57.51 dBA Results segment # 2: 417 West (day) ----------------------------------- Source height = 1.40 m ROAD (0.00 + 59.41 + 0.00) = 59.41 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.66 79.92 0.00 -18.64 -1.88 0.00 0.00 0.00 59.41 ---------------------------------------------------------------------------- Segment Leq : 59.41 dBA


Results segment # 3: 417 East (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.25 ! 71.25 ROAD (52.44 + 50.34 + 0.00) = 54.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.54 79.92 0.00 -19.83 -7.66 0.00 0.00 0.00 52.44 ---------------------------------------------------------------------------- -30 70 0.36 79.92 0.00 -17.51 -2.89 0.00 0.00 -9.18 50.34 ---------------------------------------------------------------------------- Segment Leq : 54.53 dBA Total Leq All Segments: 62.36 dBA


Results segment # 1: Holly Acres (night) ---------------------------------------- Source height = 1.49 m ROAD (0.00 + 50.68 + 0.00) = 50.68 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.57 63.03 0.00 -10.98 -1.38 0.00 0.00 0.00 50.68 ---------------------------------------------------------------------------- Segment Leq : 50.68 dBA Results segment # 2: 417 West (night) ------------------------------------- Source height = 1.40 m ROAD (0.00 + 52.88 + 0.00) = 52.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.57 72.33 0.00 -17.66 -1.79 0.00 0.00 0.00 52.88 ---------------------------------------------------------------------------- Segment Leq : 52.88 dBA Results segment # 3: 417 East (night) ------------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.36 ! 71.36 ROAD (46.19 + 44.37 + 0.00) = 48.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.45 72.33 0.00 -18.67 -7.48 0.00 0.00 0.00 46.19 ---------------------------------------------------------------------------- -30 70 0.27 72.33 0.00 -16.36 -2.81 0.00 0.00 -8.80 44.37 ---------------------------------------------------------------------------- Segment Leq : 48.38 dBA Total Leq All Segments: 55.80 dBA


RT/Custom data, segment # 1: BUSSES (day/night) ----------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: BUSSES (day/night) ---------------------------------------- Angle1 Angle2 : -30.00 deg 30.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 125.00 / 125.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: BUSSES (day) --------------------------------- Source height = 0.50 m RT/Custom (0.00 + 45.44 + 0.00) = 45.44 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -30 30 0.66 65.63 -15.29 -4.90 0.00 0.00 0.00 45.44 ---------------------------------------------------------------------- Segment Leq : 45.44 dBA Total Leq All Segments: 45.44 dBA Results segment # 1: BUSSES (night) ----------------------------------- Source height = 0.50 m RT/Custom (0.00 + 43.00 + 0.00) = 43.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -30 30 0.60 62.62 -14.73 -4.89 0.00 0.00 0.00 43.00 ---------------------------------------------------------------------- Segment Leq : 43.00 dBA Total Leq All Segments: 43.00 dBA TOTAL Leq FROM ALL SOURCES (DAY): 62.44 (NIGHT): 56.02

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions B 1

APPENDIX B

NOISE MODELLING FUTURE DO NOTHING (FDN)



STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:41:41 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn001.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC001 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 39.00 / 39.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 3.59 ! 70.59 ROAD (52.52 + 52.54 + 0.00) = 55.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.54 81.86 0.00 -22.28 -7.06 0.00 0.00 0.00 52.52 ---------------------------------------------------------------------------- -7 45 0.18 81.86 0.00 -17.08 -5.47 0.00 0.00 -6.77 52.54 ---------------------------------------------------------------------------- Segment Leq : 55.54 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.76 ! 68.76 ROAD (50.57 + 49.66 + 0.00) = 53.15 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.60 82.07 0.00 -24.41 -7.09 0.00 0.00 0.00 50.57 ---------------------------------------------------------------------------- -7 45 0.24 82.07 0.00 -18.93 -5.49 0.00 0.00 -7.99 49.66 ---------------------------------------------------------------------------- Segment Leq : 53.15 dBA Total Leq All Segments: 65.85 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 57.87 + 0.00) = 57.87 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 65.74 0.00 -6.52 -1.36 0.00 0.00 0.00 57.87


---------------------------------------------------------------------------- Segment Leq : 57.87 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 45.39 + 0.00) = 45.39 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 61 0.57 66.60 0.00 -18.31 -2.90 0.00 0.00 0.00 45.39 ---------------------------------------------------------------------------- Segment Leq : 45.39 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 4.21 ! 71.21 ROAD (46.27 + 47.01 + 0.00) = 49.67 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.45 74.26 0.00 -20.98 -7.01 0.00 0.00 0.00 46.27 ---------------------------------------------------------------------------- -7 45 0.09 74.26 0.00 -15.79 -5.43 0.00 0.00 -6.04 47.01 ---------------------------------------------------------------------------- Segment Leq : 49.67 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.77 ! 69.77 ROAD (44.39 + 44.55 + 0.00) = 47.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.51 74.48 0.00 -23.04 -7.04 0.00 0.00 0.00 44.39 ---------------------------------------------------------------------------- -7 45 0.15 74.48 0.00 -17.56 -5.46 0.00 0.00 -6.92 44.55 ---------------------------------------------------------------------------- Segment Leq : 47.48 dBA Total Leq All Segments: 59.01 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -45.00 deg 45.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0


Surface : 1 (Absorptive ground surface) Receiver source distance : 373.00 / 373.00 m Receiver height : 1.50 / 4.50 m Topography : 2 (Flat/gentle slope; with barrier) Barrier angle1 : -7.00 deg Angle2 : 45.00 deg Barrier height : 6.00 m Barrier receiver distance : 331.00 / 331.00 m Source elevation : 66.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.39 ! 66.61 RT/Custom (38.41 + 30.01 + 0.00) = 39.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 -7 0.66 68.70 -23.17 -7.12 0.00 0.00 0.00 38.41 ---------------------------------------------------------------------- -7 45 0.33 68.70 -18.56 -5.53 0.00 0.00 -14.59 30.01 ---------------------------------------------------------------------- Segment Leq : 39.00 dBA Total Leq All Segments: 39.00 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! -0.05 ! 66.95 RT/Custom (37.96 + 30.44 + 0.00) = 38.66 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 -7 0.60 67.37 -22.33 -7.09 0.00 0.00 0.00 37.96 ---------------------------------------------------------------------- -7 45 0.24 67.37 -17.31 -5.49 0.00 0.00 -14.14 30.44 ---------------------------------------------------------------------- Segment Leq : 38.66 dBA Total Leq All Segments: 38.66 dBA TOTAL Leq FROM ALL SOURCES (DAY): 65.86 (NIGHT): 59.05


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:45:50 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn002.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC002 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 15266/1327 veh/TimePeriod * Medium truck volume : 839/73 veh/TimePeriod * Heavy truck volume : 671/58 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 5.00 Heavy Truck % of Total Volume : 4.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 149.00 / 149.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.90 ! 68.90 ROAD (45.20 + 44.27 + 0.00) = 47.77 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -12 0.54 74.26 0.00 -21.35 -7.71 0.00 0.00 0.00 45.20 ---------------------------------------------------------------------------- -12 53 0.18 74.26 0.00 -16.37 -4.53 0.00 0.00 -9.09 44.27 ---------------------------------------------------------------------------- Segment Leq : 47.77 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.78 ! 68.78 ROAD (40.85 + 41.11 + 0.00) = 43.99 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 -10 0.57 74.48 0.00 -23.92 -9.71 0.00 0.00 0.00 40.85 ---------------------------------------------------------------------------- -10 26 0.21 74.48 0.00 -18.44 -7.01 0.00 0.00 -7.91 41.11 ---------------------------------------------------------------------------- Segment Leq : 43.99 dBA Total Leq All Segments: 58.54 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h


Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -51.00 deg 53.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 328.00 / 328.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -12.00 deg Angle2 : 53.00 deg Barrier height : 6.00 m Elevation : 1.00 m Barrier receiver distance : 276.00 / 276.00 m Source elevation : 67.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 50.31 + 0.00) = 50.31 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -67 67 0.57 65.74 0.00 -13.52 -1.91 0.00 0.00 0.00 50.31 ---------------------------------------------------------------------------- Segment Leq : 50.31 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 42.99 + 0.00) = 42.99 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -36 48 0.57 66.60 0.00 -20.05 -3.55 0.00 0.00 0.00 42.99 ---------------------------------------------------------------------------- Segment Leq : 42.99 dBA Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.71 ! 69.71 ROAD (44.68 + 44.59 + 0.00) = 47.65 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 -21 0.53 74.26 0.00 -20.35 -8.43 0.00 -0.80 0.00 44.68 ---------------------------------------------------------------------------- -21 54 0.53 74.26 0.00 -20.35 -4.08 0.00 -0.80 0.00 49.04 -21 54 0.17 74.26 0.00 -15.56 -3.89 0.00 0.00 -10.22 44.59 ---------------------------------------------------------------------------- Segment Leq : 47.65 dBA


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:50:05 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn005.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC005 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -66.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 157.00 / 157.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 47.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 61.00 / 61.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.39 ! 68.39 ROAD (52.06 + 46.56 + 0.00) = 53.14 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.63 73.34 0.00 -16.62 -4.65 0.00 0.00 0.00 52.06 ---------------------------------------------------------------------------- 5 47 0.42 73.34 0.00 -14.48 -6.56 0.00 0.00 -5.73 46.56 ---------------------------------------------------------------------------- Segment Leq : 53.14 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 34.28 + 0.00) = 34.28 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.66 74.19 0.00 -23.05 -4.77 0.00 -12.09 0.00 34.28 ---------------------------------------------------------------------------- Segment Leq : 34.28 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (50.90 + 54.79 + 0.00) = 56.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 -45 0.62 81.86 0.00 -19.31 -11.66 0.00 0.00 0.00 50.90 ---------------------------------------------------------------------------- -45 66 0.26 81.86 0.00 -15.01 -2.32 0.00 0.00 -9.75 54.79 ---------------------------------------------------------------------------- Segment Leq : 56.27 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.72 ! 67.72 ROAD (47.33 + 51.94 + 0.00) = 53.23 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -61 -45 0.65 82.07 0.00 -22.79 -11.96 0.00 0.00 0.00 47.33 ---------------------------------------------------------------------------- -45 56 0.29 82.07 0.00 -17.81 -2.69 0.00 0.00 -9.64 51.94 ---------------------------------------------------------------------------- Segment Leq : 53.23 dBA Total Leq All Segments: 59.26 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+--------------


1.50 ! 4.50 ! 4.22 ! 70.22 ROAD (45.46 + 43.40 + 0.00) = 47.56 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.54 65.74 0.00 -15.71 -4.57 0.00 0.00 0.00 45.46 ---------------------------------------------------------------------------- 5 47 0.33 65.74 0.00 -13.56 -6.51 0.00 0.00 -4.67 41.00* 5 47 0.54 65.74 0.00 -15.71 -6.63 0.00 0.00 0.00 43.40 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.56 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 27.95 + 0.00) = 27.95 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.57 66.60 0.00 -21.80 -4.75 0.00 -12.09 0.00 27.95 ---------------------------------------------------------------------------- Segment Leq : 27.95 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.84 ! 69.84 ROAD (44.58 + 49.67 + 0.00) = 50.84 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 -45 0.53 74.26 0.00 -18.23 -11.46 0.00 0.00 0.00 44.58 ---------------------------------------------------------------------------- -45 66 0.17 74.26 0.00 -13.94 -2.24 0.00 0.00 -8.42 49.67 ---------------------------------------------------------------------------- Segment Leq : 50.84 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.32 ! 69.32 ROAD (41.18 + 47.55 + 0.00) = 48.45 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -61 -45 0.56 74.48 0.00 -21.54 -11.76 0.00 0.00 0.00 41.18 ---------------------------------------------------------------------------- -45 56 0.20 74.48 0.00 -16.57 -2.63 0.00 0.00 -7.73 47.55 ---------------------------------------------------------------------------- Segment Leq : 48.45 dBA Total Leq All Segments: 53.96 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h


Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -68.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 234.00 / 234.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -46.00 deg Angle2 : 67.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 169.00 / 169.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:51:03 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn006.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC006 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -50.00 deg 40.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 272.00 / 272.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 40.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 177.00 / 177.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.65 ! 68.65 ROAD (41.85 + 39.96 + 0.00) = 44.02 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 5 0.63 73.34 0.00 -20.51 -5.48 0.00 -5.49 0.00 41.85 ---------------------------------------------------------------------------- 5 40 0.63 73.34 0.00 -20.51 -7.37 0.00 -5.49 0.00 39.96 5 40 0.42 73.34 0.00 -17.87 -7.29 0.00 0.00 -5.28 42.90 ---------------------------------------------------------------------------- Segment Leq : 44.02 dBA


Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 38.86 + 0.00) = 38.86 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 33 0.66 74.19 0.00 -22.35 -4.52 0.00 -8.46 0.00 38.86 ---------------------------------------------------------------------------- Segment Leq : 38.86 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (36.59 + 51.10 + 0.00) = 51.26 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.62 81.07 0.00 -20.47 -16.96 0.00 -7.05 0.00 36.59 ---------------------------------------------------------------------------- -51 64 0.62 81.07 0.00 -20.47 -2.45 0.00 -7.05 0.00 51.10 -51 64 0.26 81.07 0.00 -15.91 -2.16 0.00 0.00 -9.24 53.75 ---------------------------------------------------------------------------- Segment Leq : 51.26 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.68 ! 67.68 ROAD (0.00 + 48.04 + 0.00) = 48.04 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.65 81.29 0.00 -23.15 -3.17 0.00 -6.92 0.00 48.04 -40 54 0.29 81.29 0.00 -18.10 -2.98 0.00 0.00 -9.56 50.65 ---------------------------------------------------------------------------- Segment Leq : 48.04 dBA Total Leq All Segments: 53.62 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 4.50 ! 3.70 ! 69.70 ROAD (35.44 + 33.53 + 0.00) = 37.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 5 0.54 65.74 0.00 -19.38 -5.43 0.00 -5.49 0.00 35.44 ---------------------------------------------------------------------------- 5 40 0.54 65.74 0.00 -19.38 -7.34 0.00 -5.49 0.00 33.53 5 40 0.33 65.74 0.00 -16.74 -7.25 0.00 0.00 -4.98 36.76* 5 40 0.54 65.74 0.00 -19.38 -7.34 0.00 0.00 0.00 39.02 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 37.60 dBA


Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 32.50 + 0.00) = 32.50 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 33 0.57 66.60 0.00 -21.14 -4.50 0.00 -8.46 0.00 32.50 ---------------------------------------------------------------------------- Segment Leq : 32.50 dBA Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.84 ! 69.84 ROAD (30.34 + 44.72 + 0.00) = 44.87 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.53 73.48 0.00 -19.33 -16.76 0.00 -7.05 0.00 30.34 ---------------------------------------------------------------------------- -51 64 0.53 73.48 0.00 -19.33 -2.38 0.00 -7.05 0.00 44.72 -51 64 0.17 73.48 0.00 -14.77 -2.09 0.00 0.00 -8.01 48.61 ---------------------------------------------------------------------------- Segment Leq : 44.87 dBA


Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.12 ! 69.12 ROAD (0.00 + 41.76 + 0.00) = 41.76 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.56 73.70 0.00 -21.89 -3.13 0.00 -6.92 0.00 41.76 -40 54 0.20 73.70 0.00 -16.83 -2.93 0.00 0.00 -7.88 46.06 ---------------------------------------------------------------------------- Segment Leq : 41.76 dBA Total Leq All Segments: 47.26 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -65.00 deg 64.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 259.00 / 259.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -54.00 deg Angle2 : 64.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 199.00 / 199.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.62 ! 67.62 RT/Custom (26.99 + 38.44 + 0.00) = 38.74 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -54 0.66 68.70 -20.54 -14.09 0.00 -7.08 0.00 26.99 ---------------------------------------------------------------------- -54 64 0.66 68.70 -20.54 -2.39 0.00 -7.08 0.00 38.69 -54 64 0.31 68.70 -16.27 -2.11 0.00 0.00 -11.87 38.44 ---------------------------------------------------------------------- Segment Leq : 38.74 dBA Total Leq All Segments: 38.74 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.31 ! 68.31 RT/Custom (26.81 + 38.36 + 0.00) = 38.65 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -54 0.58 67.37 -19.61 -13.87 0.00 -7.08 0.00 26.81 ---------------------------------------------------------------------- -54 64 0.58 67.37 -19.61 -2.33 0.00 -7.08 0.00 38.36 -54 64 0.22 67.37 -15.16 -2.03 0.00 0.00 -10.86 39.32 ---------------------------------------------------------------------- Segment Leq : 38.65 dBA Total Leq All Segments: 38.65 dBA TOTAL Leq FROM ALL SOURCES (DAY): 53.76 (NIGHT): 47.82


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:52:03 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn007.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC007 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -54.00 deg 36.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 254.00 / 254.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -21.00 deg Angle2 : 18.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 88.00 / 88.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:53:08 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn008.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC008 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -46.00 deg 32.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 348.00 / 348.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 32.00 deg Barrier height : 3.50 m Elevation : 0.50 m Barrier receiver distance : 239.00 / 239.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.27 ! 68.27 ROAD (0.00 + 53.33 + 40.36) = 53.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.65 81.07 0.00 -19.32 -2.24 0.00 -5.64 0.00 53.87 -64 59 0.29 81.07 0.00 -15.10 -1.92 0.00 0.00 -10.72 53.33 ---------------------------------------------------------------------------- 59 67 0.65 81.07 0.00 -19.32 -15.75 0.00 -5.64 0.00 40.36 ---------------------------------------------------------------------------- Segment Leq : 53.54 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.23 ! 67.23 ROAD (0.00 + 51.54 + 0.00) = 51.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.62 81.29 0.00 -21.46 -2.71 0.00 -5.50 0.00 51.62 -49 57 0.26 81.29 0.00 -16.69 -2.48 0.00 0.00 -10.59 51.54 ---------------------------------------------------------------------------- Segment Leq : 51.54 dBA Total Leq All Segments: 55.86 dBA


Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 4.50 ! 2.59 ! 68.59 ROAD (32.85 + 31.42 + 0.00) = 35.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 0 0.56 65.74 0.00 -21.24 -6.20 0.00 -5.45 0.00 32.85 ---------------------------------------------------------------------------- 0 32 0.56 65.74 0.00 -21.24 -7.63 0.00 -5.45 0.00 31.42 0 32 0.35 65.74 0.00 -18.37 -7.58 0.00 0.00 -5.27 34.52 ---------------------------------------------------------------------------- Segment Leq : 35.21 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 27.49 + 0.00) = 27.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -27 25 0.57 66.60 0.00 -22.20 -5.48 0.00 -11.44 0.00 27.49 ---------------------------------------------------------------------------- Segment Leq : 27.49 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.21 ! 69.21 ROAD (0.00 + 47.41 + 34.13) = 47.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.56 73.48 0.00 -18.26 -2.16 0.00 -5.64 0.00 47.41 -64 59 0.20 73.48 0.00 -14.04 -1.84 0.00 0.00 -9.29 48.31 ---------------------------------------------------------------------------- 59 67 0.56 73.48 0.00 -18.26 -15.44 0.00 -5.64 0.00 34.13 ---------------------------------------------------------------------------- Segment Leq : 47.61 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.79 ! 68.79 ROAD (0.00 + 45.27 + 0.00) = 45.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.53 73.70 0.00 -20.27 -2.65 0.00 -5.50 0.00 45.27 -49 57 0.17 73.70 0.00 -15.49 -2.42 0.00 0.00 -8.65 47.14 ---------------------------------------------------------------------------- Segment Leq : 45.27 dBA Total Leq All Segments: 49.79 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h


Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -73.00 deg 68.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 210.00 / 210.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -68.00 deg Angle2 : 60.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 153.00 / 153.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.64 ! 67.64 RT/Custom (25.28 + 39.75 + 28.10) = 40.18 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -73 -68 0.66 68.70 -19.03 -18.71 0.00 -5.68 0.00 25.28 ---------------------------------------------------------------------- -68 60 0.66 68.70 -19.03 -2.14 0.00 -5.68 0.00 41.86 -68 60 0.31 68.70 -15.07 -1.81 0.00 0.00 -12.07 39.75 ---------------------------------------------------------------------- 60 68 0.66 68.70 -19.03 -15.89 0.00 -5.68 0.00 28.10 ---------------------------------------------------------------------- Segment Leq : 40.18 dBA Total Leq All Segments: 40.18 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.45 ! 68.45 RT/Custom (25.18 + 40.76 + 27.91) = 41.09 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -73 -68 0.58 67.37 -18.17 -18.35 0.00 -5.68 0.00 25.18 ---------------------------------------------------------------------- -68 60 0.58 67.37 -18.17 -2.07 0.00 -5.68 0.00 41.46 -68 60 0.22 67.37 -14.04 -1.72 0.00 0.00 -10.86 40.76 ---------------------------------------------------------------------- 60 68 0.58 67.37 -18.17 -15.62 0.00 -5.68 0.00 27.91 ---------------------------------------------------------------------- Segment Leq : 41.09 dBA Total Leq All Segments: 41.09 dBA TOTAL Leq FROM ALL SOURCES (DAY): 55.97 (NIGHT): 50.34


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 16:54:15 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn009.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC009 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -53.00 deg 69.00 deg Wood depth : 0 (No woods.) No of house rows : 4 / 4 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 183.00 / 183.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 38.66 + 0.00) = 38.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.66 66.80 0.00 -18.03 -2.31 0.00 -7.80 0.00 38.66 ---------------------------------------------------------------------------- Segment Leq : 38.66 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 38.22 + 0.00) = 38.22 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.66 74.19 0.00 -23.23 -4.91 0.00 -7.84 0.00 38.22 ---------------------------------------------------------------------------- Segment Leq : 38.22 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.19 ! 69.19 ROAD (0.00 + 51.05 + 46.80) = 52.44 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.62 81.07 0.00 -19.94 -3.82 0.00 -6.19 0.00 51.13 -57 24 0.26 81.07 0.00 -15.50 -3.62 0.00 0.00 -10.90 51.05 ---------------------------------------------------------------------------- 24 57 0.62 81.07 0.00 -19.94 -8.15 0.00 -6.19 0.00 46.80 ---------------------------------------------------------------------------- Segment Leq : 52.44 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.90 ! 68.90 ROAD (0.00 + 48.39 + 44.29) = 49.82 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.62 81.29 0.00 -21.89 -4.90 0.00 -6.12 0.00 48.39 -43 18 0.26 81.29 0.00 -17.02 -4.78 0.00 0.00 -8.81 50.68 ---------------------------------------------------------------------------- 18 43 0.62 81.29 0.00 -21.89 -9.00 0.00 -6.12 0.00 44.29 ---------------------------------------------------------------------------- Segment Leq : 49.82 dBA Total Leq All Segments: 54.55 dBA


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 32.11 + 0.00) = 32.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.57 59.19 0.00 -17.06 -2.23 0.00 -7.80 0.00 32.11 ---------------------------------------------------------------------------- Segment Leq : 32.11 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 31.90 + 0.00) = 31.90 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.57 66.60 0.00 -21.97 -4.89 0.00 -7.84 0.00 31.90 ---------------------------------------------------------------------------- Segment Leq : 31.90 dBA Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.63 ! 69.63 ROAD (0.00 + 44.69 + 40.43) = 46.07 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.53 73.48 0.00 -18.83 -3.77 0.00 -6.19 0.00 44.69 -57 24 0.17 73.48 0.00 -14.39 -3.57 0.00 0.00 -10.05 45.47 ---------------------------------------------------------------------------- 24 57 0.53 73.48 0.00 -18.83 -8.04 0.00 -6.19 0.00 40.43 ---------------------------------------------------------------------------- Segment Leq : 46.07 dBA


Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 42.04 + 37.97) = 43.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.53 73.70 0.00 -20.67 -4.87 0.00 -6.12 0.00 42.04 -43 18 0.17 73.70 0.00 -15.80 -4.75 0.00 0.00 -7.39 45.76 ---------------------------------------------------------------------------- 18 43 0.53 73.70 0.00 -20.67 -8.94 0.00 -6.12 0.00 37.97 ---------------------------------------------------------------------------- Segment Leq : 43.48 dBA Total Leq All Segments: 48.19 dBA RT/Custom data, segment # 1: 417W ONRAMP (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W ONRAMP (day/night) --------------------------------------------- Angle1 Angle2 : -57.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 256.00 / 256.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -57.00 deg Angle2 : 24.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 218.00 / 218.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W ONRAMP (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.43 ! 68.43 RT/Custom (0.00 + 36.97 + 34.06) = 38.76 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -57 24 0.64 68.70 -20.27 -3.83 0.00 -6.19 0.00 38.41 -57 24 0.28 68.70 -15.83 -3.64 0.00 0.00 -12.26 36.97 ---------------------------------------------------------------------- 24 57 0.64 68.70 -20.27 -8.18 0.00 -6.19 0.00 34.06 ---------------------------------------------------------------------- Segment Leq : 38.76 dBA Total Leq All Segments: 38.76 dBA Results segment # 1: 417W ONRAMP (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.87 ! 68.87 RT/Custom (0.00 + 37.59 + 33.95) = 39.15 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -57 24 0.56 67.37 -19.16 -3.79 0.00 -6.19 0.00 38.24 -57 24 0.19 67.37 -14.72 -3.58 0.00 0.00 -11.48 37.59 ---------------------------------------------------------------------- 24 57 0.56 67.37 -19.16 -8.07 0.00 -6.19 0.00 33.95 ---------------------------------------------------------------------- Segment Leq : 39.15 dBA Total Leq All Segments: 39.15 dBA TOTAL Leq FROM ALL SOURCES (DAY): 54.67 (NIGHT): 48.70


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.95 ! 69.95 ROAD (0.00 + 51.84 + 46.19) = 52.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.17 73.48 0.00 -11.18 -1.45 0.00 0.00 -9.01 51.84 ---------------------------------------------------------------------------- 56 71 0.53 73.48 0.00 -14.63 -12.66 0.00 0.00 0.00 46.19 ---------------------------------------------------------------------------- Segment Leq : 52.88 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.36 ! 70.36 ROAD (0.00 + 50.59 + 41.04) = 51.05 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.17 73.70 0.00 -13.69 -2.09 0.00 0.00 -7.33 50.59 ---------------------------------------------------------------------------- 50 58 0.53 73.70 0.00 -17.91 -14.74 0.00 0.00 0.00 41.04 ---------------------------------------------------------------------------- Segment Leq : 51.05 dBA Total Leq All Segments: 55.07 dBA RT/Custom data, segment # 1: 417W BUSSES (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSES (day/night) --------------------------------------------- Angle1 Angle2 : -80.00 deg 71.00 deg Wood depth : 0 (No woods.)


No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 136.00 / 136.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -80.00 deg Angle2 : 56.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 89.00 / 89.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSES (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.33 ! 68.33 RT/Custom (0.00 + 43.04 + 39.87) = 44.75 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 56 0.28 68.70 -12.30 -1.60 0.00 0.00 -11.75 43.04 ---------------------------------------------------------------------- 56 71 0.64 68.70 -15.75 -13.07 0.00 0.00 0.00 39.87 ---------------------------------------------------------------------- Segment Leq : 44.75 dBA Total Leq All Segments: 44.75 dBA Results segment # 1: 417W BUSSES (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.36 ! 69.36 RT/Custom (0.00 + 44.40 + 39.73) = 45.68 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -80 56 0.19 67.37 -11.44 -1.48 0.00 0.00 -10.04 44.40 ---------------------------------------------------------------------- 56 71 0.56 67.37 -14.89 -12.76 0.00 0.00 0.00 39.73 ---------------------------------------------------------------------- Segment Leq : 45.68 dBA Total Leq All Segments: 45.68 dBA TOTAL Leq FROM ALL SOURCES (DAY): 60.01 (NIGHT): 55.55


Results segment # 5: 417EE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.89 ! 68.89 ROAD (0.00 + 49.14 + 40.16) = 49.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.62 81.29 0.00 -20.91 -6.59 0.00 -4.66 0.00 49.14 -48 -5 0.26 81.29 0.00 -16.26 -6.37 0.00 0.00 -9.00 49.66 ---------------------------------------------------------------------------- -5 0 0.62 81.29 0.00 -20.91 -15.57 0.00 -4.66 0.00 40.16 ---------------------------------------------------------------------------- Segment Leq : 49.66 dBA Total Leq All Segments: 56.70 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 29.55 + 0.00) = 29.55 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -69 64 0.57 53.38 0.00 -16.95 -1.93 0.00 -4.95 0.00 29.55 ---------------------------------------------------------------------------- Segment Leq : 29.55 dBA


Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.10 ! 70.10 ROAD (39.43 + 43.58 + 35.57) = 45.47 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 13 0.53 73.48 0.00 -17.88 -11.43 0.00 -4.73 0.00 39.43 ---------------------------------------------------------------------------- 13 50 0.53 73.48 0.00 -17.88 -7.28 0.00 -4.73 0.00 43.58 13 50 0.32 73.48 0.00 -15.43 -7.12 0.00 0.00 -5.07 45.87 ---------------------------------------------------------------------------- 50 57 0.53 73.48 0.00 -17.88 -15.30 0.00 -4.73 0.00 35.57 ---------------------------------------------------------------------------- Segment Leq : 45.47 dBA Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.64 ! 69.64 ROAD (0.00 + 44.69 + 35.30) = 45.16 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -63 -5 0.53 73.48 0.00 -17.88 -5.47 0.00 -4.73 0.00 45.39 -63 -5 0.17 73.48 0.00 -13.67 -5.10 0.00 0.00 -10.02 44.69 ---------------------------------------------------------------------------- -5 0 0.53 73.48 0.00 -17.88 -15.57 0.00 -4.73 0.00 35.30 ---------------------------------------------------------------------------- Segment Leq : 45.16 dBA


Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.32 ! 70.32 ROAD (33.73 + 42.85 + 0.00) = 43.35 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 5 0.53 73.70 0.00 -19.75 -15.57 0.00 -4.66 0.00 33.73 ---------------------------------------------------------------------------- 5 49 0.53 73.70 0.00 -19.75 -6.45 0.00 -4.66 0.00 42.85 5 49 0.32 73.70 0.00 -17.03 -6.32 0.00 0.00 -5.01 45.34 ---------------------------------------------------------------------------- Segment Leq : 43.35 dBA Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 42.76 + 33.73) = 43.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.53 73.70 0.00 -19.75 -6.53 0.00 -4.66 0.00 42.76 -48 -5 0.17 73.70 0.00 -15.09 -6.32 0.00 0.00 -7.51 44.77 ---------------------------------------------------------------------------- -5 0 0.53 73.70 0.00 -19.75 -15.57 0.00 -4.66 0.00 33.73 ---------------------------------------------------------------------------- Segment Leq : 43.27 dBA Total Leq All Segments: 50.48 dBA


RT/Custom data, segment # 1: 417W BUSSESW (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSESW (day/night) ---------------------------------------------- Angle1 Angle2 : 0.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 13.00 deg Angle2 : 50.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 124.00 / 124.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: 417W BUSSESE (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 2: 417W BUSSESE (day/night) ---------------------------------------------- Angle1 Angle2 : -63.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -63.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 188.00 / 188.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSESW (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.28 ! 68.28 RT/Custom (33.28 + 37.34 + 29.16) = 39.23 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 13 0.64 68.70 -19.25 -11.44 0.00 -4.73 0.00 33.28 ---------------------------------------------------------------------- 13 50 0.64 68.70 -19.25 -7.37 0.00 -4.73 0.00 37.34 13 50 0.44 68.70 -16.79 -7.21 0.00 0.00 -6.72 37.97 ---------------------------------------------------------------------- 50 57 0.64 68.70 -19.25 -15.56 0.00 -4.73 0.00 29.16 ---------------------------------------------------------------------- Segment Leq : 39.23 dBA Results segment # 2: 417W BUSSESE (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.42 ! 68.42 RT/Custom (0.00 + 35.45 + 28.40) = 36.24 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -5 0.64 67.95 -19.25 -5.59 0.00 -4.73 0.00 38.38 -63 -5 0.28 67.95 -15.04 -5.22 0.00 0.00 -12.23 35.45 ---------------------------------------------------------------------- -5 0 0.64 67.95 -19.25 -15.57 0.00 -4.73 0.00 28.40 ---------------------------------------------------------------------- Segment Leq : 36.24 dBA Total Leq All Segments: 41.00 dBA


Results segment # 1: 417W BUSSESW (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.60 ! 69.60 RT/Custom (37.74 + 39.17 + 33.82) = 42.20 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 13 0.56 67.37 -18.20 -11.43 0.00 0.00 0.00 37.74 ---------------------------------------------------------------------- 13 50 0.34 67.37 -15.74 -7.14 0.00 0.00 -5.32 39.17 ---------------------------------------------------------------------- 50 57 0.56 67.37 -18.20 -15.36 0.00 0.00 0.00 33.82 ---------------------------------------------------------------------- Segment Leq : 42.20 dBA Results segment # 2: 417W BUSSESE (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.88 ! 68.88 RT/Custom (0.00 + 34.39 + 31.18) = 36.09 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -5 0.19 64.94 -13.98 -5.13 0.00 0.00 -11.43 34.39 ---------------------------------------------------------------------- -5 0 0.56 64.94 -18.20 -15.57 0.00 0.00 0.00 31.18 ---------------------------------------------------------------------- Segment Leq : 36.09 dBA Total Leq All Segments: 43.15 dBA TOTAL Leq FROM ALL SOURCES (DAY): 56.82 (NIGHT): 51.22


Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.60 ! 70.60 ROAD (0.00 + 53.96 + 0.00) = 53.96 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.32 73.48 0.00 -12.75 -4.50 0.00 0.00 -4.99 51.24* 0 70 0.53 73.48 0.00 -14.78 -4.75 0.00 0.00 0.00 53.96 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.96 dBA Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.71 ! 69.71 ROAD (0.00 + 46.97 + 43.14) = 48.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -5 0.17 73.48 0.00 -11.29 -4.66 0.00 0.00 -10.55 46.97 ---------------------------------------------------------------------------- -5 0 0.53 73.48 0.00 -14.78 -15.57 0.00 0.00 0.00 43.14 ---------------------------------------------------------------------------- Segment Leq : 48.48 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+--------------


1.40 ! 4.50 ! 3.73 ! 70.73 ROAD (0.00 + 51.02 + 0.00) = 51.02 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.32 73.70 0.00 -15.05 -5.05 0.00 0.00 -4.96 48.64* 0 60 0.53 73.70 0.00 -17.45 -5.23 0.00 0.00 0.00 51.02 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 51.02 dBA Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.14 ! 70.14 ROAD (0.00 + 46.99 + 43.68) = 48.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 -10 0.17 73.70 0.00 -13.34 -5.74 0.00 0.00 -7.62 46.99 ---------------------------------------------------------------------------- -10 0 0.53 73.70 0.00 -17.45 -12.56 0.00 0.00 0.00 43.68 ---------------------------------------------------------------------------- Segment Leq : 48.66 dBA Total Leq All Segments: 57.16 dBA RT/Custom data, segment # 1: 417W BUSES W (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSES W (day/night) ---------------------------------------------- Angle1 Angle2 : 0.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 120.00 / 120.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 1.50 m Barrier receiver distance : 35.00 / 35.00 m


Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: 417W BUSES E (day/night) ----------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 2: 417W BUSES E (day/night) ---------------------------------------------- Angle1 Angle2 : -70.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 120.00 / 120.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSES W (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.15 ! 68.15 RT/Custom (0.00 + 42.81 + 0.00) = 42.81 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.44 68.70 -12.96 -4.64 0.00 0.00 -8.28 42.81 ---------------------------------------------------------------------- Segment Leq : 42.81 dBA Results segment # 2: 417W BUSES E (day) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.47 ! 68.47 RT/Custom (0.00 + 35.16 + 38.27) = 40.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 -5 0.28 68.70 -11.60 -4.81 0.00 0.00 -17.12 35.16 ---------------------------------------------------------------------- -5 0 0.64 68.70 -14.86 -15.57 0.00 0.00 0.00 38.27 ---------------------------------------------------------------------- Segment Leq : 40.00 dBA Total Leq All Segments: 44.64 dBA


Results segment # 1: 417W BUSES W (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 3.27 ! 70.27 RT/Custom (0.00 + 45.65 + 0.00) = 45.65 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.34 67.37 -12.15 -4.53 0.00 0.00 -5.04 45.65 ---------------------------------------------------------------------- Segment Leq : 45.65 dBA Results segment # 2: 417W BUSES E (night) ----------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.67 ! 68.67 RT/Custom (0.00 + 35.18 + 37.76) = 39.67 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 -5 0.19 67.37 -10.79 -4.69 0.00 0.00 -16.71 35.18 ---------------------------------------------------------------------- -5 0 0.56 67.37 -14.04 -15.57 0.00 0.00 0.00 37.76 ---------------------------------------------------------------------- Segment Leq : 39.67 dBA Total Leq All Segments: 46.63 dBA TOTAL Leq FROM ALL SOURCES (DAY): 60.14 (NIGHT): 57.52


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.47 ! 69.47 ROAD (0.00 + 42.96 + 50.64) = 51.32 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 -25 0.50 73.48 0.00 -17.53 -7.35 0.00 -1.91 0.00 46.68 -65 -25 0.14 73.48 0.00 -13.32 -6.76 0.00 0.00 -10.44 42.96 ---------------------------------------------------------------------------- -25 65 0.50 73.48 0.00 -17.53 -3.40 0.00 -1.91 0.00 50.64 ---------------------------------------------------------------------------- Segment Leq : 51.32 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.59 ! 69.59 ROAD (0.00 + 45.69 + 46.93) = 49.37 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 0 0.50 73.70 0.00 -19.25 -6.25 0.00 -1.88 0.00 46.32 -45 0 0.29 73.70 0.00 -16.55 -6.16 0.00 0.00 -5.30 45.69 ---------------------------------------------------------------------------- 0 53 0.50 73.70 0.00 -19.25 -5.64 0.00 -1.88 0.00 46.93 ---------------------------------------------------------------------------- Segment Leq : 49.37 dBA Total Leq All Segments: 53.56 dBA


RT/Custom data, segment # 1: 417W BUSSES (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417W BUSSES (day/night) --------------------------------------------- Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 222.00 / 222.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 2.50 m Barrier receiver distance : 123.00 / 123.00 m Source elevation : 68.00 m Receiver elevation : 65.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: 417W BUSSES (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.83 ! 67.83 RT/Custom (0.00 + 43.51 + 0.00) = 43.51 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 70 0.62 68.70 -18.90 -1.83 0.00 -1.91 0.00 46.05 -70 70 0.41 68.70 -16.44 -1.59 0.00 0.00 -7.15 43.51 ---------------------------------------------------------------------- Segment Leq : 43.51 dBA Total Leq All Segments: 43.51 dBA Results segment # 1: 417W BUSSES (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.17 ! 69.17 RT/Custom (0.00 + 44.87 + 0.00) = 44.87 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 70 0.52 67.37 -17.85 -1.73 0.00 -1.91 0.00 45.88 -70 70 0.31 67.37 -15.39 -1.49 0.00 0.00 -5.62 44.87 ---------------------------------------------------------------------- Segment Leq : 44.87 dBA Total Leq All Segments: 44.87 dBA TOTAL Leq FROM ALL SOURCES (DAY): 59.90 (NIGHT): 54.11


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:04:16 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn016.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC016 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -81.00 deg 84.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 63.00 / 63.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:08:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn018.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC018 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 80 % Surface : 1 (Absorptive ground surface) Receiver source distance : 29.00 / 29.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


RT/Custom data, segment # 1: 417 BUSSES (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: 417 BUSSES (day/night) -------------------------------------------- Angle1 Angle2 : -62.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 210.00 / 210.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: 417 BUSSES (day) ------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 47.56 + 0.00) = 47.56 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -62 67 0.66 68.70 -19.03 -2.11 0.00 0.00 0.00 47.56 ---------------------------------------------------------------------- Segment Leq : 47.56 dBA Total Leq All Segments: 47.56 dBA Results segment # 1: 417 BUSSES (night) --------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 46.98 + 0.00) = 46.98 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -62 67 0.60 67.37 -18.34 -2.05 0.00 0.00 0.00 46.98 ---------------------------------------------------------------------- Segment Leq : 46.98 dBA Total Leq All Segments: 46.98 dBA TOTAL Leq FROM ALL SOURCES (DAY): 62.41 (NIGHT): 56.29


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:12:10 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn020.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC020 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 58.00 / 58.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:14:21 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn023.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC023 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -75.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 131.00 / 131.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:15:09 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn024.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC024 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : 0.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 269.00 / 269.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:15:58 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn025.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC025 Road data, segment # 1: Holly Acres (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Holly Acres (day/night) --------------------------------------------- Angle1 Angle2 : -90.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 75.00 / 75.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Holly Acres (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 60.21 + 0.00) = 60.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.66 73.34 0.00 -11.60 -1.52 0.00 0.00 0.00 60.21 ---------------------------------------------------------------------------- Segment Leq : 60.21 dBA Results segment # 2: 417 West (day) ----------------------------------- Source height = 1.40 m ROAD (0.00 + 61.34 + 0.00) = 61.34 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.66 81.86 0.00 -18.64 -1.88 0.00 0.00 0.00 61.34 ---------------------------------------------------------------------------- Segment Leq : 61.34 dBA Results segment # 3: 417 East (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.25 ! 71.25 ROAD (54.59 + 52.49 + 0.00) = 56.68 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.54 82.07 0.00 -19.83 -7.66 0.00 0.00 0.00 54.59 ---------------------------------------------------------------------------- -30 70 0.36 82.07 0.00 -17.51 -2.89 0.00 0.00 -9.18 52.49 ---------------------------------------------------------------------------- Segment Leq : 56.68 dBA Total Leq All Segments: 64.59 dBA


RT/Custom data, segment # 1: BUSSES (day/night) ----------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: BUSSES (day/night) ---------------------------------------- Angle1 Angle2 : -30.00 deg 30.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 125.00 / 125.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: BUSSES (day) --------------------------------- Source height = 0.50 m RT/Custom (0.00 + 46.19 + 0.00) = 46.19 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -30 30 0.66 66.38 -15.29 -4.90 0.00 0.00 0.00 46.19 ---------------------------------------------------------------------- Segment Leq : 46.19 dBA Total Leq All Segments: 46.19 dBA Results segment # 1: BUSSES (night) ----------------------------------- Source height = 0.50 m RT/Custom (0.00 + 45.43 + 0.00) = 45.43 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -30 30 0.60 65.05 -14.73 -4.89 0.00 0.00 0.00 45.43 ---------------------------------------------------------------------- Segment Leq : 45.43 dBA Total Leq All Segments: 45.43 dBA TOTAL Leq FROM ALL SOURCES (DAY): 64.65 (NIGHT): 58.25


STAMSON 5.0 NORMAL REPORT Date: 07-07-2010 17:21:09 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: fdn025A.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE DN - REC025AL Road data, segment # 1: Holly Acres (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Holly Acres (day/night) --------------------------------------------- Angle1 Angle2 : -90.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 75.00 / 75.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Holly Acres (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 60.21 + 0.00) = 60.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.66 73.34 0.00 -11.60 -1.52 0.00 0.00 0.00 60.21 ---------------------------------------------------------------------------- Segment Leq : 60.21 dBA Results segment # 2: 417 West (day) ----------------------------------- Source height = 1.40 m ROAD (0.00 + 61.34 + 0.00) = 61.34 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.66 81.86 0.00 -18.64 -1.88 0.00 0.00 0.00 61.34 ---------------------------------------------------------------------------- Segment Leq : 61.34 dBA Results segment # 3: 417 East (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.25 ! 71.25 ROAD (54.59 + 52.49 + 0.00) = 56.68 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.54 82.07 0.00 -19.83 -7.66 0.00 0.00 0.00 54.59 ---------------------------------------------------------------------------- -30 70 0.36 82.07 0.00 -17.51 -2.89 0.00 0.00 -9.18 52.49 ---------------------------------------------------------------------------- Segment Leq : 56.68 dBA Total Leq All Segments: 64.59 dBA


RT/Custom data, segment # 1: BUSSES_ALL (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: BUSSES_ALL (day/night) -------------------------------------------- Angle1 Angle2 : -70.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 125.00 / 125.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 RT/Custom data, segment # 2: BUSSES_WB (day/night) -------------------------------------------------- 1 - Bus: Traffic volume : 950/350 veh/TimePeriod Speed : 100 km/h Data for Segment # 2: BUSSES_WB (day/night) ------------------------------------------- Angle1 Angle2 : 0.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 125.00 / 125.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: BUSSES_ALL (day) ------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 48.73 + 0.00) = 48.73 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 0 0.66 68.91 -15.29 -4.89 0.00 0.00 0.00 48.73 ---------------------------------------------------------------------- Segment Leq : 48.73 dBA Results segment # 2: BUSSES_WB (day) ------------------------------------ Source height = 0.50 m RT/Custom (0.00 + 48.52 + 0.00) = 48.52 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.66 68.70 -15.29 -4.89 0.00 0.00 0.00 48.52 ---------------------------------------------------------------------- Segment Leq : 48.52 dBA Total Leq All Segments: 51.64 dBA


Results segment # 1: BUSSES_ALL (night) --------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 47.05 + 0.00) = 47.05 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -70 0 0.60 66.60 -14.73 -4.83 0.00 0.00 0.00 47.05 ---------------------------------------------------------------------- Segment Leq : 47.05 dBA Results segment # 2: BUSSES_WB (night) -------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 47.81 + 0.00) = 47.81 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.60 67.37 -14.73 -4.83 0.00 0.00 0.00 47.81 ---------------------------------------------------------------------- Segment Leq : 47.81 dBA Total Leq All Segments: 50.46 dBA TOTAL Leq FROM ALL SOURCES (DAY): 64.80 (NIGHT): 58.72

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions C 1

APPENDIX C

NOISE MODELLING FUTURE TRANSITWAY



STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 16:10:59 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f001.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE - REC001 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 39.00 / 39.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 64.95 + 0.00) = 64.95 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 73.34 0.00 -6.89 -1.50 0.00 0.00 0.00 64.95 ---------------------------------------------------------------------------- Segment Leq : 64.95 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 51.88 + 0.00) = 51.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 61 0.66 74.19 0.00 -19.36 -2.95 0.00 0.00 0.00 51.88 ---------------------------------------------------------------------------- Segment Leq : 51.88 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 3.59 ! 70.59 ROAD (52.52 + 52.54 + 0.00) = 55.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.54 81.86 0.00 -22.28 -7.06 0.00 0.00 0.00 52.52 ---------------------------------------------------------------------------- -7 45 0.18 81.86 0.00 -17.08 -5.47 0.00 0.00 -6.77 52.54 ---------------------------------------------------------------------------- Segment Leq : 55.54 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.76 ! 68.76 ROAD (50.36 + 49.45 + 0.00) = 52.94 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -7 0.60 81.86 0.00 -24.41 -7.09 0.00 0.00 0.00 50.36 ---------------------------------------------------------------------------- -7 45 0.24 81.86 0.00 -18.93 -5.49 0.00 0.00 -7.99 49.45 ---------------------------------------------------------------------------- Segment Leq : 52.94 dBA Total Leq All Segments: 65.84 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 57.87 + 0.00) = 57.87 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 65.74 0.00 -6.52 -1.36 0.00 0.00 0.00 57.87 ---------------------------------------------------------------------------- Segment Leq : 57.87 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 45.39 + 0.00) = 45.39 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 61 0.57 66.60 0.00 -18.31 -2.90 0.00 0.00 0.00 45.39 ---------------------------------------------------------------------------- Segment Leq : 45.39 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -39.00 deg 48.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 380.00 / 380.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -7.00 deg Angle2 : 45.00 deg Barrier height : 6.00 m Elevation : 4.00 m Barrier receiver distance : 331.00 / 331.00 m Source elevation : 68.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00 Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.37 ! 68.37 RT/Custom (39.13 + 34.96 + 28.16) = 40.78 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -39 -7 0.57 68.91 -22.04 -7.74 0.00 0.00 0.00 39.13 ---------------------------------------------------------------------- -7 45 0.21 68.91 -16.98 -5.48 0.00 0.00 -11.48 34.96 ---------------------------------------------------------------------- 45 48 0.57 68.91 -22.04 -18.71 0.00 0.00 0.00 28.16 ---------------------------------------------------------------------- Segment Leq : 40.78 dBA Total Leq All Segments: 40.78 dBA


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.76 ! 68.76 RT/Custom (38.13 + 34.59 + 27.27) = 39.96 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -39 -7 0.48 66.60 -20.77 -7.70 0.00 0.00 0.00 38.13 ---------------------------------------------------------------------- -7 45 0.12 66.60 -15.72 -5.44 0.00 0.00 -10.85 34.59 ---------------------------------------------------------------------- 45 48 0.48 66.60 -20.77 -18.56 0.00 0.00 0.00 27.27 ---------------------------------------------------------------------- Segment Leq : 39.96 dBA Total Leq All Segments: 39.96 dBA TOTAL Leq FROM ALL SOURCES (DAY): 65.85 (NIGHT): 59.05


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 16:15:18 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f002.te Time Period: Day/Night 16/8 hours Description: WEST TWAY - ACRES TO MOODIE - FUTURE - REC002 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 15266/1327 veh/TimePeriod * Medium truck volume : 839/73 veh/TimePeriod * Heavy truck volume : 671/58 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 5.00 Heavy Truck % of Total Volume : 4.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -85.00 deg 57.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 149.00 / 149.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.41 m ROAD (0.00 + 49.98 + 0.00) = 49.98 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 57 0.66 72.58 0.00 -16.55 -1.96 0.00 -4.08 0.00 49.98 ---------------------------------------------------------------------------- Segment Leq : 49.98 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 43.29 + 0.00) = 43.29 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.66 74.19 0.00 -20.02 -3.18 0.00 -7.70 0.00 43.29 ---------------------------------------------------------------------------- Segment Leq : 43.29 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.97 ! 68.97 ROAD (42.47 + 50.05 + 0.00) = 50.75 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.60 81.86 0.00 -22.50 -11.44 0.00 -5.44 0.00 42.47 ---------------------------------------------------------------------------- -31 47 0.60 81.86 0.00 -22.50 -3.87 0.00 -5.44 0.00 50.05 -31 47 0.24 81.86 0.00 -17.45 -3.73 0.00 0.00 -10.50 50.18 ---------------------------------------------------------------------------- Segment Leq : 50.75 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! -0.56 ! 67.44 ROAD (39.90 + 47.51 + 0.00) = 48.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.66 81.86 0.00 -25.06 -11.50 0.00 -5.40 0.00 39.90 ---------------------------------------------------------------------------- -31 47 0.66 81.86 0.00 -25.06 -3.89 0.00 -5.40 0.00 47.51 -31 47 0.30 81.86 0.00 -19.67 -3.75 0.00 0.00 -10.42 48.01 ---------------------------------------------------------------------------- Segment Leq : 48.21 dBA Total Leq All Segments: 54.86 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.41 m ROAD (0.00 + 43.35 + 0.00) = 43.35 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 57 0.57 64.97 0.00 -15.68 -1.86 0.00 -4.08 0.00 43.35 ---------------------------------------------------------------------------- Segment Leq : 43.35 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 36.84 + 0.00) = 36.84 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.57 66.60 0.00 -18.93 -3.13 0.00 -7.70 0.00 36.84 ---------------------------------------------------------------------------- Segment Leq : 36.84 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.65 ! 69.65 ROAD (36.24 + 43.75 + 0.00) = 44.46 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.51 74.26 0.00 -21.24 -11.35 0.00 -5.44 0.00 36.24 ---------------------------------------------------------------------------- -31 47 0.51 74.26 0.00 -21.24 -3.83 0.00 -5.44 0.00 43.75 -31 47 0.15 74.26 0.00 -16.19 -3.69 0.00 0.00 -9.55 44.83 ---------------------------------------------------------------------------- Segment Leq : 44.46 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 0.62 ! 68.62 ROAD (33.70 + 41.26 + 0.00) = 41.96 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 -31 0.57 74.26 0.00 -23.75 -11.41 0.00 -5.40 0.00 33.70 ---------------------------------------------------------------------------- -31 47 0.57 74.26 0.00 -23.75 -3.86 0.00 -5.40 0.00 41.26 -31 47 0.21 74.26 0.00 -18.31 -3.72 0.00 0.00 -9.16 43.07 ---------------------------------------------------------------------------- Segment Leq : 41.96 dBA Total Leq All Segments: 48.46 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -52.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 355.00 / 355.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -31.00 deg Angle2 : 47.00 deg Barrier height : 6.00 m Elevation : 2.00 m Barrier receiver distance : 294.00 / 294.00 m Source elevation : 68.00 m Receiver elevation : 66.00 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.33 ! 68.33 RT/Custom (30.92 + 35.31 + 0.00) = 36.66 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -52 -31 0.63 68.91 -22.40 -10.14 0.00 -5.45 0.00 30.92 ---------------------------------------------------------------------- -31 47 0.63 68.91 -22.40 -3.88 0.00 -5.45 0.00 37.18 -31 47 0.27 68.91 -17.45 -3.74 0.00 0.00 -12.41 35.31 ---------------------------------------------------------------------- Segment Leq : 36.66 dBA Total Leq All Segments: 36.66 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.84 ! 68.84 RT/Custom (29.96 + 35.01 + 0.00) = 36.20 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -52 -31 0.54 66.60 -21.16 -10.03 0.00 -5.45 0.00 29.96 ---------------------------------------------------------------------- -31 47 0.54 66.60 -21.16 -3.84 0.00 -5.45 0.00 36.15 -31 47 0.18 66.60 -16.21 -3.70 0.00 0.00 -11.67 35.01 ---------------------------------------------------------------------- Segment Leq : 36.20 dBA Total Leq All Segments: 36.20 dBA TOTAL Leq FROM ALL SOURCES (DAY): 54.92 (NIGHT): 48.71


STAMSON 5.0 NORMAL REPORT Date: 15-06-2010 11:51:36 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f003.te Time Period: Day/Night 16/8 hours Description: Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -80.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 38.00 / 38.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.90 ! 68.90 ROAD (45.20 + 44.27 + 0.00) = 47.77 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 -12 0.54 74.26 0.00 -21.35 -7.71 0.00 0.00 0.00 45.20 ---------------------------------------------------------------------------- -12 53 0.18 74.26 0.00 -16.37 -4.53 0.00 0.00 -9.09 44.27 ---------------------------------------------------------------------------- Segment Leq : 47.77 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.78 ! 68.78 ROAD (40.64 + 40.89 + 0.00) = 43.78 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 -10 0.57 74.26 0.00 -23.92 -9.71 0.00 0.00 0.00 40.64 ---------------------------------------------------------------------------- -10 26 0.21 74.26 0.00 -18.44 -7.01 0.00 0.00 -7.91 40.89 ---------------------------------------------------------------------------- Segment Leq : 43.78 dBA Total Leq All Segments: 58.53 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h


Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -47.00 deg 58.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 324.00 / 324.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -10.00 deg Angle2 : 26.00 deg Barrier height : 6.00 m Elevation : 2.00 m Barrier receiver distance : 276.00 / 276.00 m Source elevation : 68.00 m Receiver elevation : 66.00 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.35 ! 68.35 RT/Custom (39.88 + 32.99 + 38.80) = 42.85 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -47 -10 0.63 68.91 -21.75 -7.28 0.00 0.00 0.00 39.88 ---------------------------------------------------------------------- -10 26 0.27 68.91 -16.95 -7.02 0.00 0.00 -11.95 32.99 ---------------------------------------------------------------------- 26 58 0.63 68.91 -21.75 -8.36 0.00 0.00 0.00 38.80 ---------------------------------------------------------------------- Segment Leq : 42.85 dBA Total Leq All Segments: 42.85 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.80 ! 68.80 RT/Custom (38.83 + 32.65 + 37.81) = 41.91 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -47 -10 0.54 66.60 -20.55 -7.22 0.00 0.00 0.00 38.83 ---------------------------------------------------------------------- -10 26 0.18 66.60 -15.75 -7.01 0.00 0.00 -11.19 32.65 ---------------------------------------------------------------------- 26 58 0.54 66.60 -20.55 -8.24 0.00 0.00 0.00 37.81 ---------------------------------------------------------------------- Segment Leq : 41.91 dBA Total Leq All Segments: 41.91 dBA TOTAL Leq FROM ALL SOURCES (DAY): 65.52 (NIGHT): 58.62


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:19:14 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f004.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC004 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -67.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 1 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 109.00 / 109.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 57.04 + 0.00) = 57.04 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -67 67 0.66 73.34 0.00 -14.30 -2.00 0.00 0.00 0.00 57.04 ---------------------------------------------------------------------------- Segment Leq : 57.04 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 40.92 + 0.00) = 40.92 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -36 48 0.66 74.19 0.00 -21.20 -3.59 0.00 -8.48 0.00 40.92 ---------------------------------------------------------------------------- Segment Leq : 40.92 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.12 ! 69.12 ROAD (51.00 + 50.05 + 0.00) = 53.56 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 -21 0.62 81.86 0.00 -21.55 -8.52 0.00 -0.80 0.00 51.00 ---------------------------------------------------------------------------- -21 54 0.62 81.86 0.00 -21.55 -4.12 0.00 -0.80 0.00 55.39 -21 54 0.26 81.86 0.00 -16.76 -3.94 0.00 0.00 -11.12 50.05 ---------------------------------------------------------------------------- Segment Leq : 53.56 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! -0.34 ! 67.66 ROAD (40.67 + 47.69 + 0.00) = 48.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 -28 0.65 81.86 0.00 -24.41 -15.98 0.00 -0.80 0.00 40.67 ---------------------------------------------------------------------------- -28 35 0.65 81.86 0.00 -24.41 -4.71 0.00 -0.80 0.00 51.95 -28 35 0.29 81.86 0.00 -19.08 -4.63 0.00 0.00 -10.47 47.69 ---------------------------------------------------------------------------- Segment Leq : 48.48 dBA Total Leq All Segments: 59.11 dBA


Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 0.94 ! 68.94 ROAD (34.46 + 42.89 + 0.00) = 43.47 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 -28 0.56 74.26 0.00 -23.08 -15.92 0.00 -0.80 0.00 34.46 ---------------------------------------------------------------------------- -28 35 0.56 74.26 0.00 -23.08 -4.69 0.00 -0.80 0.00 45.70 -28 35 0.20 74.26 0.00 -17.74 -4.61 0.00 0.00 -9.03 42.89 ---------------------------------------------------------------------------- Segment Leq : 43.47 dBA Total Leq All Segments: 51.20 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -54.00 deg 56.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 314.00 / 314.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -28.00 deg Angle2 : 35.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 259.00 / 259.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.41 ! 68.41 RT/Custom (33.95 + 34.43 + 32.83) = 38.56 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -54 -28 0.64 68.91 -21.73 -9.22 0.00 -4.01 0.00 33.95 ---------------------------------------------------------------------- -28 35 0.64 68.91 -21.73 -4.71 0.00 -4.01 0.00 38.46 -28 35 0.28 68.91 -16.97 -4.63 0.00 0.00 -12.88 34.43 ---------------------------------------------------------------------- 35 56 0.64 68.91 -21.73 -10.35 0.00 -4.01 0.00 32.83 ---------------------------------------------------------------------- Segment Leq : 38.56 dBA Total Leq All Segments: 38.56 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.94 ! 68.94 RT/Custom (32.95 + 34.12 + 31.85) = 37.84 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -54 -28 0.56 66.60 -20.54 -9.11 0.00 -4.01 0.00 32.95 ---------------------------------------------------------------------- -28 35 0.56 66.60 -20.54 -4.69 0.00 -4.01 0.00 37.37 -28 35 0.19 66.60 -15.78 -4.60 0.00 0.00 -12.10 34.12 ---------------------------------------------------------------------- 35 56 0.56 66.60 -20.54 -10.21 0.00 -4.01 0.00 31.85 ---------------------------------------------------------------------- Segment Leq : 37.84 dBA Total Leq All Segments: 37.84 dBA TOTAL Leq FROM ALL SOURCES (DAY): 59.15 (NIGHT): 51.40


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:21:21 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f005.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC005 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -66.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 157.00 / 157.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 47.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 61.00 / 61.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.39 ! 68.39 ROAD (52.06 + 46.56 + 0.00) = 53.14 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.63 73.34 0.00 -16.62 -4.65 0.00 0.00 0.00 52.06 ---------------------------------------------------------------------------- 5 47 0.42 73.34 0.00 -14.48 -6.56 0.00 0.00 -5.73 46.56 ---------------------------------------------------------------------------- Segment Leq : 53.14 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 34.28 + 0.00) = 34.28 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.66 74.19 0.00 -23.05 -4.77 0.00 -12.09 0.00 34.28 ---------------------------------------------------------------------------- Segment Leq : 34.28 dBA


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (50.90 + 54.79 + 0.00) = 56.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 -45 0.62 81.86 0.00 -19.31 -11.66 0.00 0.00 0.00 50.90 ---------------------------------------------------------------------------- -45 66 0.26 81.86 0.00 -15.01 -2.32 0.00 0.00 -9.75 54.79 ---------------------------------------------------------------------------- Segment Leq : 56.27 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.72 ! 67.72 ROAD (47.12 + 51.73 + 0.00) = 53.02 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -61 -45 0.65 81.86 0.00 -22.79 -11.96 0.00 0.00 0.00 47.12 ---------------------------------------------------------------------------- -45 56 0.29 81.86 0.00 -17.81 -2.69 0.00 0.00 -9.64 51.73 ---------------------------------------------------------------------------- Segment Leq : 53.02 dBA Total Leq All Segments: 59.21 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+--------------


1.50 ! 4.50 ! 4.22 ! 70.22 ROAD (45.46 + 43.40 + 0.00) = 47.56 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 5 0.54 65.74 0.00 -15.71 -4.57 0.00 0.00 0.00 45.46 ---------------------------------------------------------------------------- 5 47 0.33 65.74 0.00 -13.56 -6.51 0.00 0.00 -4.67 41.00* 5 47 0.54 65.74 0.00 -15.71 -6.63 0.00 0.00 0.00 43.40 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.56 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 27.95 + 0.00) = 27.95 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 32 0.57 66.60 0.00 -21.80 -4.75 0.00 -12.09 0.00 27.95 ---------------------------------------------------------------------------- Segment Leq : 27.95 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -45.00 deg 66.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 234.00 / 234.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -45.00 deg Angle2 : 66.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 169.00 / 169.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.36 ! 68.36 RT/Custom (0.00 + 40.49 + 0.00) = 40.49 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 66 0.28 68.91 -15.33 -2.34 0.00 0.00 -10.74 40.49 ---------------------------------------------------------------------- Segment Leq : 40.49 dBA Total Leq All Segments: 40.49 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.19 ! 69.19 RT/Custom (0.00 + 40.63 + 0.00) = 40.63 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -45 66 0.19 66.60 -14.26 -2.27 0.00 0.00 -9.45 40.63 ---------------------------------------------------------------------- Segment Leq : 40.63 dBA Total Leq All Segments: 40.63 dBA TOTAL Leq FROM ALL SOURCES (DAY): 59.26 (NIGHT): 54.10


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:23:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f006.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC006 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -50.00 deg 40.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 272.00 / 272.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 5.00 deg Angle2 : 40.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 177.00 / 177.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.01 ! 69.01 ROAD (36.59 + 51.10 + 0.00) = 51.26 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.62 81.07 0.00 -20.47 -16.96 0.00 -7.05 0.00 36.59 ---------------------------------------------------------------------------- -51 64 0.62 81.07 0.00 -20.47 -2.45 0.00 -7.05 0.00 51.10 -51 64 0.26 81.07 0.00 -15.91 -2.16 0.00 0.00 -9.24 53.75 ---------------------------------------------------------------------------- Segment Leq : 51.26 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.68 ! 67.68 ROAD (0.00 + 47.82 + 0.00) = 47.82 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.65 81.07 0.00 -23.15 -3.17 0.00 -6.92 0.00 47.82 -40 54 0.29 81.07 0.00 -18.10 -2.98 0.00 0.00 -9.56 50.43 ---------------------------------------------------------------------------- Segment Leq : 47.82 dBA Total Leq All Segments: 53.56 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 4.50 ! 3.70 ! 69.70


ROAD (35.44 + 33.53 + 0.00) = 37.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 5 0.54 65.74 0.00 -19.38 -5.43 0.00 -5.49 0.00 35.44 ---------------------------------------------------------------------------- 5 40 0.54 65.74 0.00 -19.38 -7.34 0.00 -5.49 0.00 33.53 5 40 0.33 65.74 0.00 -16.74 -7.25 0.00 0.00 -4.98 36.76* 5 40 0.54 65.74 0.00 -19.38 -7.34 0.00 0.00 0.00 39.02 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 37.60 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 32.50 + 0.00) = 32.50 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -33 33 0.57 66.60 0.00 -21.14 -4.50 0.00 -8.46 0.00 32.50 ---------------------------------------------------------------------------- Segment Leq : 32.50 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.84 ! 69.84 ROAD (30.34 + 44.72 + 0.00) = 44.87 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 -51 0.53 73.48 0.00 -19.33 -16.76 0.00 -7.05 0.00 30.34 ---------------------------------------------------------------------------- -51 64 0.53 73.48 0.00 -19.33 -2.38 0.00 -7.05 0.00 44.72 -51 64 0.17 73.48 0.00 -14.77 -2.09 0.00 0.00 -8.01 48.61 ---------------------------------------------------------------------------- Segment Leq : 44.87 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.12 ! 69.12 ROAD (0.00 + 41.54 + 0.00) = 41.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -40 54 0.56 73.48 0.00 -21.89 -3.13 0.00 -6.92 0.00 41.54 -40 54 0.20 73.48 0.00 -16.83 -2.93 0.00 0.00 -7.88 45.84 ---------------------------------------------------------------------------- Segment Leq : 41.54 dBA Total Leq All Segments: 47.20 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -66.00 deg 62.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3


House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 249.00 / 249.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -51.00 deg Angle2 : 62.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 199.00 / 199.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.60 ! 67.60 RT/Custom (29.12 + 38.46 + 0.00) = 38.93 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -66 -51 0.64 68.91 -20.07 -12.63 0.00 -7.09 0.00 29.12 ---------------------------------------------------------------------- -51 62 0.64 68.91 -20.07 -2.52 0.00 -7.09 0.00 39.23 -51 62 0.28 68.91 -15.68 -2.25 0.00 0.00 -12.52 38.46 ---------------------------------------------------------------------- Segment Leq : 38.93 dBA Total Leq All Segments: 38.93 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.20 ! 68.20 RT/Custom (28.17 + 38.09 + 0.00) = 38.51 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -66 -51 0.56 66.60 -18.97 -12.37 0.00 -7.09 0.00 28.17 ---------------------------------------------------------------------- -51 62 0.56 66.60 -18.97 -2.45 0.00 -7.09 0.00 38.09 -51 62 0.19 66.60 -14.58 -2.18 0.00 0.00 -11.61 38.23 ---------------------------------------------------------------------- Segment Leq : 38.51 dBA Total Leq All Segments: 38.51 dBA TOTAL Leq FROM ALL SOURCES (DAY): 53.71 (NIGHT): 47.75


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:25:46 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f007.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC007 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -54.00 deg 36.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 254.00 / 254.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -21.00 deg Angle2 : 18.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 88.00 / 88.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 1.50 ! 2.34 ! 68.34 ROAD (45.26 + 43.63 + 42.98) = 48.84 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 -21 0.63 73.34 0.00 -20.03 -8.05 0.00 0.00 0.00 45.26 ---------------------------------------------------------------------------- -21 18 0.42 73.34 0.00 -17.45 -6.68 0.00 0.00 -5.58 43.63 ---------------------------------------------------------------------------- 18 36 0.63 73.34 0.00 -20.03 -10.33 0.00 0.00 0.00 42.98 ---------------------------------------------------------------------------- Segment Leq : 48.84 dBA


Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 28.46 + 0.00) = 28.46 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -14 14 0.66 74.19 0.00 -24.80 -8.11 0.00 -12.81 0.00 28.46 ---------------------------------------------------------------------------- Segment Leq : 28.46 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.64 ! 68.64 ROAD (0.00 + 57.08 + 0.00) = 57.08 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -75 79 0.26 81.07 0.00 -12.40 -1.09 0.00 0.00 -10.50 57.08 ---------------------------------------------------------------------------- Segment Leq : 57.08 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.84 ! 67.84 ROAD (0.00 + 52.76 + 0.00) = 52.76 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -66 71 0.29 81.07 0.00 -15.76 -1.53 0.00 0.00 -11.02 52.76 ---------------------------------------------------------------------------- Segment Leq : 52.76 dBA Total Leq All Segments: 58.90 dBA


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.72 ! 67.72 RT/Custom (35.60 + 43.65 + 0.00) = 44.28 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -82 -75 0.64 68.91 -14.67 -18.64 0.00 0.00 0.00 35.60 ---------------------------------------------------------------------- -75 79 0.28 68.91 -11.46 -1.14 0.00 0.00 -12.66 43.65 ---------------------------------------------------------------------- Segment Leq : 44.28 dBA Total Leq All Segments: 44.28 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 2.03 ! 69.03 RT/Custom (34.72 + 44.33 + 0.00) = 44.78 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -82 -75 0.56 66.60 -13.87 -18.01 0.00 0.00 0.00 34.72 ---------------------------------------------------------------------- -75 79 0.19 66.60 -10.66 -1.00 0.00 0.00 -10.61 44.33 ---------------------------------------------------------------------- Segment Leq : 44.78 dBA Total Leq All Segments: 44.78 dBA TOTAL Leq FROM ALL SOURCES (DAY): 59.05 (NIGHT): 55.41


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:27:28 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f008.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC008 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -46.00 deg 32.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 348.00 / 348.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 32.00 deg Barrier height : 3.50 m Elevation : 0.50 m Barrier receiver distance : 239.00 / 239.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.27 ! 68.27 ROAD (0.00 + 53.33 + 40.36) = 53.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.65 81.07 0.00 -19.32 -2.24 0.00 -5.64 0.00 53.87 -64 59 0.29 81.07 0.00 -15.10 -1.92 0.00 0.00 -10.72 53.33 ---------------------------------------------------------------------------- 59 67 0.65 81.07 0.00 -19.32 -15.75 0.00 -5.64 0.00 40.36 ---------------------------------------------------------------------------- Segment Leq : 53.54 dBA Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.23 ! 67.23 ROAD (0.00 + 51.32 + 0.00) = 51.32 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.62 81.07 0.00 -21.46 -2.71 0.00 -5.50 0.00 51.40 -49 57 0.26 81.07 0.00 -16.69 -2.48 0.00 0.00 -10.59 51.32 ---------------------------------------------------------------------------- Segment Leq : 51.32 dBA Total Leq All Segments: 55.78 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.50 ! 4.50 ! 2.59 ! 68.59


ROAD (32.85 + 31.42 + 0.00) = 35.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -46 0 0.56 65.74 0.00 -21.24 -6.20 0.00 -5.45 0.00 32.85 ---------------------------------------------------------------------------- 0 32 0.56 65.74 0.00 -21.24 -7.63 0.00 -5.45 0.00 31.42 0 32 0.35 65.74 0.00 -18.37 -7.58 0.00 0.00 -5.27 34.52 ---------------------------------------------------------------------------- Segment Leq : 35.21 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 27.49 + 0.00) = 27.49 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -27 25 0.57 66.60 0.00 -22.20 -5.48 0.00 -11.44 0.00 27.49 ---------------------------------------------------------------------------- Segment Leq : 27.49 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.21 ! 69.21 ROAD (0.00 + 47.41 + 34.13) = 47.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -64 59 0.56 73.48 0.00 -18.26 -2.16 0.00 -5.64 0.00 47.41 -64 59 0.20 73.48 0.00 -14.04 -1.84 0.00 0.00 -9.29 48.31 ---------------------------------------------------------------------------- 59 67 0.56 73.48 0.00 -18.26 -15.44 0.00 -5.64 0.00 34.13 ---------------------------------------------------------------------------- Segment Leq : 47.61 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.78 ! 68.78 ROAD (0.00 + 45.05 + 0.00) = 45.05 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -49 57 0.53 73.48 0.00 -20.27 -2.65 0.00 -5.50 0.00 45.05 -49 57 0.17 73.48 0.00 -15.49 -2.42 0.00 0.00 -8.65 46.92 ---------------------------------------------------------------------------- Segment Leq : 45.05 dBA Total Leq All Segments: 49.71 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h


Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -72.00 deg 66.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 70 % Surface : 1 (Absorptive ground surface) Receiver source distance : 200.00 / 200.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -64.00 deg Angle2 : 59.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 153.00 / 153.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.62 ! 67.62 RT/Custom (28.19 + 39.40 + 28.21) = 40.01 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -72 -64 0.66 68.91 -18.67 -16.34 0.00 -5.70 0.00 28.19 ---------------------------------------------------------------------- -64 59 0.66 68.91 -18.67 -2.25 0.00 -5.70 0.00 42.28 -64 59 0.31 68.91 -14.79 -1.95 0.00 0.00 -12.77 39.40 ---------------------------------------------------------------------- 59 66 0.66 68.91 -18.67 -16.32 0.00 -5.70 0.00 28.21 ---------------------------------------------------------------------- Segment Leq : 40.01 dBA Total Leq All Segments: 40.01 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.32 ! 68.32 RT/Custom (27.05 + 39.28 + 27.00) = 39.77 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -72 -64 0.58 66.60 -17.83 -16.02 0.00 -5.70 0.00 27.05 ---------------------------------------------------------------------- -64 59 0.58 66.60 -17.83 -2.19 0.00 -5.70 0.00 40.89 -64 59 0.22 66.60 -13.78 -1.87 0.00 0.00 -11.68 39.28 ---------------------------------------------------------------------- 59 66 0.58 66.60 -17.83 -16.07 0.00 -5.70 0.00 27.00 ---------------------------------------------------------------------- Segment Leq : 39.77 dBA Total Leq All Segments: 39.77 dBA TOTAL Leq FROM ALL SOURCES (DAY): 55.89 (NIGHT): 50.13


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:29:25 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f009.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC009 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -53.00 deg 69.00 deg Wood depth : 0 (No woods.) No of house rows : 4 / 4 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 183.00 / 183.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: HOLLY ACRES (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 45.20 + 0.00) = 45.20 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.66 73.34 0.00 -18.03 -2.31 0.00 -7.80 0.00 45.20 ---------------------------------------------------------------------------- Segment Leq : 45.20 dBA Results segment # 2: CARLING (day) ---------------------------------- Source height = 1.50 m ROAD (0.00 + 38.22 + 0.00) = 38.22 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.66 74.19 0.00 -23.23 -4.91 0.00 -7.84 0.00 38.22 ---------------------------------------------------------------------------- Segment Leq : 38.22 dBA Results segment # 3: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.19 ! 69.19 ROAD (0.00 + 51.05 + 46.80) = 52.44 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.62 81.07 0.00 -19.94 -3.82 0.00 -6.19 0.00 51.13 -57 24 0.26 81.07 0.00 -15.50 -3.62 0.00 0.00 -10.90 51.05 ---------------------------------------------------------------------------- 24 57 0.62 81.07 0.00 -19.94 -8.15 0.00 -6.19 0.00 46.80 ---------------------------------------------------------------------------- Segment Leq : 52.44 dBA


Results segment # 4: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.90 ! 68.90 ROAD (0.00 + 48.17 + 44.07) = 49.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.62 81.07 0.00 -21.89 -4.90 0.00 -6.12 0.00 48.17 -43 18 0.26 81.07 0.00 -17.02 -4.78 0.00 0.00 -8.81 50.46 ---------------------------------------------------------------------------- 18 43 0.62 81.07 0.00 -21.89 -9.00 0.00 -6.12 0.00 44.07 ---------------------------------------------------------------------------- Segment Leq : 49.60 dBA Total Leq All Segments: 54.86 dBA Results segment # 1: HOLLY ACRES (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 38.66 + 0.00) = 38.66 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -53 69 0.57 65.74 0.00 -17.06 -2.23 0.00 -7.80 0.00 38.66 ---------------------------------------------------------------------------- Segment Leq : 38.66 dBA Results segment # 2: CARLING (night) ------------------------------------ Source height = 1.50 m ROAD (0.00 + 31.90 + 0.00) = 31.90 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -32 28 0.57 66.60 0.00 -21.97 -4.89 0.00 -7.84 0.00 31.90 ---------------------------------------------------------------------------- Segment Leq : 31.90 dBA


Results segment # 3: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.63 ! 69.63 ROAD (0.00 + 44.69 + 40.43) = 46.07 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -57 24 0.53 73.48 0.00 -18.83 -3.77 0.00 -6.19 0.00 44.69 -57 24 0.17 73.48 0.00 -14.39 -3.57 0.00 0.00 -10.05 45.47 ---------------------------------------------------------------------------- 24 57 0.53 73.48 0.00 -18.83 -8.04 0.00 -6.19 0.00 40.43 ---------------------------------------------------------------------------- Segment Leq : 46.07 dBA Results segment # 4: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 41.82 + 37.75) = 43.26 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -43 18 0.53 73.48 0.00 -20.67 -4.87 0.00 -6.12 0.00 41.82 -43 18 0.17 73.48 0.00 -15.80 -4.75 0.00 0.00 -7.39 45.54 ---------------------------------------------------------------------------- 18 43 0.53 73.48 0.00 -20.67 -8.94 0.00 -6.12 0.00 37.75 ---------------------------------------------------------------------------- Segment Leq : 43.26 dBA Total Leq All Segments: 48.48 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -63.00 deg 55.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 246.00 / 246.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -57.00 deg Angle2 : 24.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 218.00 / 218.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.33 ! 66.67 RT/Custom (26.01 + 33.67 + 34.32) = 37.35 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -57 0.64 68.91 -19.98 -16.72 0.00 -6.20 0.00 26.01 ---------------------------------------------------------------------- -57 24 0.64 68.91 -19.98 -3.83 0.00 -6.20 0.00 38.89 -57 24 0.28 68.91 -15.61 -3.64 0.00 0.00 -16.00 33.67 ---------------------------------------------------------------------- 24 55 0.64 68.91 -19.98 -8.41 0.00 -6.20 0.00 34.32 ---------------------------------------------------------------------- Segment Leq : 37.35 dBA Total Leq All Segments: 37.35 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.01 ! 67.01 RT/Custom (25.07 + 32.99 + 33.21) = 36.44 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 -57 0.56 66.60 -18.89 -16.44 0.00 -6.20 0.00 25.07 ---------------------------------------------------------------------- -57 24 0.56 66.60 -18.89 -3.79 0.00 -6.20 0.00 37.73 -57 24 0.19 66.60 -14.52 -3.58 0.00 0.00 -15.52 32.99 ---------------------------------------------------------------------- 24 55 0.56 66.60 -18.89 -8.30 0.00 -6.20 0.00 33.21 ---------------------------------------------------------------------- Segment Leq : 36.44 dBA Total Leq All Segments: 36.44 dBA TOTAL Leq FROM ALL SOURCES (DAY): 54.94 (NIGHT): 48.75


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:32:35 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f010.te Time Period: Day/Night 16/8 hours Description: EST TWAY - ACRES TO MOODIE - FUTURE - REC010 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -48.00 deg 40.00 deg Wood depth : 0 (No woods.) No of house rows : 5 / 5 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 319.00 / 319.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.95 ! 69.95 ROAD (0.00 + 51.84 + 46.19) = 52.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.17 73.48 0.00 -11.18 -1.45 0.00 0.00 -9.01 51.84 ---------------------------------------------------------------------------- 56 71 0.53 73.48 0.00 -14.63 -12.66 0.00 0.00 0.00 46.19 ---------------------------------------------------------------------------- Segment Leq : 52.88 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.36 ! 70.36 ROAD (0.00 + 50.37 + 40.82) = 50.83 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.17 73.48 0.00 -13.69 -2.09 0.00 0.00 -7.33 50.37 ---------------------------------------------------------------------------- 50 58 0.53 73.48 0.00 -17.91 -14.74 0.00 0.00 0.00 40.82 ---------------------------------------------------------------------------- Segment Leq : 50.83 dBA Total Leq All Segments: 54.99 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h


Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -81.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 121.00 / 121.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -80.00 deg Angle2 : 56.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 89.00 / 89.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.10 ! 66.90 RT/Custom (26.39 + 40.80 + 40.92) = 43.95 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -81 -80 0.64 68.91 -14.92 -27.60 0.00 0.00 0.00 26.39 ---------------------------------------------------------------------- -80 56 0.28 68.91 -11.65 -1.60 0.00 0.00 -14.85 40.80 ---------------------------------------------------------------------- 56 71 0.64 68.91 -14.92 -13.07 0.00 0.00 0.00 40.92 ---------------------------------------------------------------------- Segment Leq : 43.95 dBA Total Leq All Segments: 43.95 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.69 ! 67.69 RT/Custom (25.61 + 40.57 + 39.75) = 43.26 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -81 -80 0.56 66.60 -14.10 -26.90 0.00 0.00 0.00 25.61 ---------------------------------------------------------------------- -80 56 0.19 66.60 -10.83 -1.48 0.00 0.00 -13.71 40.57 ---------------------------------------------------------------------- 56 71 0.56 66.60 -14.10 -12.76 0.00 0.00 0.00 39.75 ---------------------------------------------------------------------- Segment Leq : 43.26 dBA Total Leq All Segments: 43.26 dBA TOTAL Leq FROM ALL SOURCES (DAY): 59.92 (NIGHT): 55.27


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:39:02 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f011.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC011 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -69.00 deg 64.00 deg Wood depth : 0 (No woods.) No of house rows : 3 / 3 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 180.00 / 180.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 5: 417EE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.89 ! 68.89 ROAD (0.00 + 48.92 + 39.94) = 49.44 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.62 81.07 0.00 -20.91 -6.59 0.00 -4.66 0.00 48.92 -48 -5 0.26 81.07 0.00 -16.26 -6.37 0.00 0.00 -9.00 49.44 ---------------------------------------------------------------------------- -5 0 0.62 81.07 0.00 -20.91 -15.57 0.00 -4.66 0.00 39.94 ---------------------------------------------------------------------------- Segment Leq : 49.44 dBA Total Leq All Segments: 56.62 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 29.55 + 0.00) = 29.55 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -69 64 0.57 53.38 0.00 -16.95 -1.93 0.00 -4.95 0.00 29.55 ---------------------------------------------------------------------------- Segment Leq : 29.55 dBA


Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.10 ! 70.10 ROAD (39.43 + 43.58 + 35.57) = 45.47 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 13 0.53 73.48 0.00 -17.88 -11.43 0.00 -4.73 0.00 39.43 ---------------------------------------------------------------------------- 13 50 0.53 73.48 0.00 -17.88 -7.28 0.00 -4.73 0.00 43.58 13 50 0.32 73.48 0.00 -15.43 -7.12 0.00 0.00 -5.07 45.87 ---------------------------------------------------------------------------- 50 57 0.53 73.48 0.00 -17.88 -15.30 0.00 -4.73 0.00 35.57 ---------------------------------------------------------------------------- Segment Leq : 45.47 dBA


Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.64 ! 69.64 ROAD (0.00 + 44.69 + 35.30) = 45.16 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -63 -5 0.53 73.48 0.00 -17.88 -5.47 0.00 -4.73 0.00 45.39 -63 -5 0.17 73.48 0.00 -13.67 -5.10 0.00 0.00 -10.02 44.69 ---------------------------------------------------------------------------- -5 0 0.53 73.48 0.00 -17.88 -15.57 0.00 -4.73 0.00 35.30 ---------------------------------------------------------------------------- Segment Leq : 45.16 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.32 ! 70.32 ROAD (33.51 + 42.63 + 0.00) = 43.13 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 5 0.53 73.48 0.00 -19.75 -15.57 0.00 -4.66 0.00 33.51 ---------------------------------------------------------------------------- 5 49 0.53 73.48 0.00 -19.75 -6.45 0.00 -4.66 0.00 42.63 5 49 0.32 73.48 0.00 -17.03 -6.32 0.00 0.00 -5.01 45.12 ---------------------------------------------------------------------------- Segment Leq : 43.13 dBA


Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.97 ! 69.97 ROAD (0.00 + 42.54 + 33.51) = 43.05 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 -5 0.53 73.48 0.00 -19.75 -6.53 0.00 -4.66 0.00 42.54 -48 -5 0.17 73.48 0.00 -15.10 -6.32 0.00 0.00 -7.51 44.55 ---------------------------------------------------------------------------- -5 0 0.53 73.48 0.00 -19.75 -15.57 0.00 -4.66 0.00 33.51 ---------------------------------------------------------------------------- Segment Leq : 43.05 dBA Total Leq All Segments: 50.40 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -65.00 deg 61.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 60 % Surface : 1 (Absorptive ground surface) Receiver source distance : 206.00 / 206.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -48.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 188.00 / 188.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! -0.37 ! 66.63 RT/Custom (33.29 + 29.76 + 40.37) = 41.45 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -48 0.66 68.91 -18.89 -11.97 0.00 -4.76 0.00 33.29 ---------------------------------------------------------------------- -48 -5 0.66 68.91 -18.89 -6.61 0.00 -4.76 0.00 38.65 -48 -5 0.31 68.91 -14.96 -6.41 0.00 0.00 -17.78 29.76 ---------------------------------------------------------------------- -5 61 0.66 68.91 -18.89 -4.89 0.00 -4.76 0.00 40.37 ---------------------------------------------------------------------- Segment Leq : 41.45 dBA Total Leq All Segments: 41.45 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! -0.11 ! 66.89 RT/Custom (32.04 + 28.91 + 38.98) = 40.12 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -65 -48 0.58 66.60 -18.03 -11.78 0.00 -4.76 0.00 32.04 ---------------------------------------------------------------------- -48 -5 0.58 66.60 -18.03 -6.57 0.00 -4.76 0.00 37.25 -48 -5 0.22 66.60 -13.94 -6.35 0.00 0.00 -17.40 28.91 ---------------------------------------------------------------------- -5 61 0.58 66.60 -18.03 -4.84 0.00 -4.76 0.00 38.98 ---------------------------------------------------------------------- Segment Leq : 40.12 dBA Total Leq All Segments: 40.12 dBA TOTAL Leq FROM ALL SOURCES (DAY): 56.75 (NIGHT): 50.79


Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.60 ! 70.60 ROAD (0.00 + 53.96 + 0.00) = 53.96 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.32 73.48 0.00 -12.75 -4.50 0.00 0.00 -4.99 51.24* 0 70 0.53 73.48 0.00 -14.78 -4.75 0.00 0.00 0.00 53.96 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.96 dBA Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.71 ! 69.71 ROAD (0.00 + 46.97 + 43.14) = 48.48 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -5 0.17 73.48 0.00 -11.29 -4.66 0.00 0.00 -10.55 46.97 ---------------------------------------------------------------------------- -5 0 0.53 73.48 0.00 -14.78 -15.57 0.00 0.00 0.00 43.14 ---------------------------------------------------------------------------- Segment Leq : 48.48 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m


Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.73 ! 70.73 ROAD (0.00 + 50.80 + 0.00) = 50.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.32 73.48 0.00 -15.05 -5.05 0.00 0.00 -4.96 48.42* 0 60 0.53 73.48 0.00 -17.45 -5.23 0.00 0.00 0.00 50.80 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 50.80 dBA Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.14 ! 70.14 ROAD (0.00 + 46.77 + 43.46) = 48.44 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 -10 0.17 73.48 0.00 -13.34 -5.74 0.00 0.00 -7.62 46.77 ---------------------------------------------------------------------------- -10 0 0.53 73.48 0.00 -17.45 -12.56 0.00 0.00 0.00 43.46 ---------------------------------------------------------------------------- Segment Leq : 48.44 dBA Total Leq All Segments: 57.07 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -74.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 123.00 / 123.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -74.00 deg Angle2 : -5.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 2: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : 0.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 123.00 / 123.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 70.00 deg Barrier height : 3.50 m Elevation : 0.50 m Barrier receiver distance : 35.00 / 35.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.54 ! 67.54 RT/Custom (0.00 + 35.03 + 38.17) = 39.89 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -74 -5 0.31 68.91 -12.02 -4.65 0.00 0.00 -17.21 35.03 ---------------------------------------------------------------------- -5 0 0.66 68.91 -15.17 -15.57 0.00 0.00 0.00 38.17 ---------------------------------------------------------------------- Segment Leq : 39.89 dBA Results segment # 2: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.86 ! 67.86 RT/Custom (0.00 + 41.99 + 28.04) = 42.16 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.47 68.91 -13.39 -4.67 0.00 0.00 -8.86 41.99 ---------------------------------------------------------------------- 70 71 0.66 68.91 -15.17 -25.70 0.00 0.00 0.00 28.04 ---------------------------------------------------------------------- Segment Leq : 42.16 dBA Total Leq All Segments: 44.18 dBA


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.81 ! 67.81 RT/Custom (0.00 + 34.14 + 36.55) = 38.52 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -74 -5 0.22 66.60 -11.19 -4.52 0.00 0.00 -16.75 34.14 ---------------------------------------------------------------------- -5 0 0.58 66.60 -14.48 -15.57 0.00 0.00 0.00 36.55 ---------------------------------------------------------------------- Segment Leq : 38.52 dBA Results segment # 2: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 3.00 ! 70.00 RT/Custom (0.00 + 44.27 + 26.78) = 44.35 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.38 66.60 -12.56 -4.57 0.00 0.00 -5.20 44.27 ---------------------------------------------------------------------- 70 71 0.58 66.60 -14.48 -25.34 0.00 0.00 0.00 26.78 ---------------------------------------------------------------------- Segment Leq : 44.35 dBA Total Leq All Segments: 45.36 dBA TOTAL Leq FROM ALL SOURCES (DAY): 60.05 (NIGHT): 57.36


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.67 ! 69.67 ROAD (0.00 + 45.55 + 50.64) = 51.81 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 -25 0.50 73.48 0.00 -17.53 -7.35 0.00 -1.91 0.00 46.68 -65 -25 0.14 73.48 0.00 -13.32 -6.76 0.00 0.00 -7.85 45.55 ---------------------------------------------------------------------------- -25 65 0.50 73.48 0.00 -17.53 -3.40 0.00 -1.91 0.00 50.64 ---------------------------------------------------------------------------- Segment Leq : 51.81 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.59 ! 69.59 ROAD (0.00 + 45.47 + 46.71) = 49.15 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -45 0 0.50 73.48 0.00 -19.25 -6.25 0.00 -1.88 0.00 46.10 -45 0 0.29 73.48 0.00 -16.55 -6.16 0.00 0.00 -5.30 45.47 ---------------------------------------------------------------------------- 0 53 0.50 73.48 0.00 -19.25 -5.64 0.00 -1.88 0.00 46.71 ---------------------------------------------------------------------------- Segment Leq : 49.15 dBA Total Leq All Segments: 53.78 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -61.00 deg 63.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 208.00 / 208.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -61.00 deg Angle2 : -25.00 deg Barrier height : 6.00 m Elevation : 2.50 m Barrier receiver distance : 194.00 / 194.00 m Source elevation : 68.00 m Receiver elevation : 65.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 1.40 ! 68.40 RT/Custom (0.00 + 32.12 + 44.99) = 45.21 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -61 -25 0.62 68.91 -18.44 -7.88 0.00 -1.93 0.00 40.65 -61 -25 0.25 68.91 -14.33 -7.37 0.00 0.00 -15.09 32.12 ---------------------------------------------------------------------- -25 63 0.62 68.91 -18.44 -3.55 0.00 -1.93 0.00 44.99 ---------------------------------------------------------------------- Segment Leq : 45.21 dBA Total Leq All Segments: 45.21 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 1.60 ! 68.60 RT/Custom (0.00 + 31.36 + 43.78) = 44.02 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -61 -25 0.52 66.60 -17.42 -7.76 0.00 -1.93 0.00 39.50 -61 -25 0.17 66.60 -13.30 -7.23 0.00 0.00 -14.70 31.36 ---------------------------------------------------------------------- -25 63 0.52 66.60 -17.42 -3.49 0.00 -1.93 0.00 43.78 ---------------------------------------------------------------------- Segment Leq : 44.02 dBA Total Leq All Segments: 44.02 dBA TOTAL Leq FROM ALL SOURCES (DAY): 60.01 (NIGHT): 54.22


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 54.92 + 0.00) = 54.92 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.66 61.00 0.00 0.00 -1.78 0.00 -4.30 0.00 54.92 ---------------------------------------------------------------------------- Segment Leq : 54.92 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 62.17 + 0.00) = 62.17 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.66 81.07 0.00 -17.02 -1.88 0.00 0.00 0.00 62.17 ---------------------------------------------------------------------------- Segment Leq : 62.17 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 59.36 + 0.00) = 59.36 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.66 81.07 0.00 -19.36 -2.36 0.00 0.00 0.00 59.36 ---------------------------------------------------------------------------- Segment Leq : 59.36 dBA Total Leq All Segments: 64.50 dBA Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 47.41 + 0.00) = 47.41 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.57 53.38 0.00 0.00 -1.67 0.00 -4.30 0.00 47.41 ---------------------------------------------------------------------------- Segment Leq : 47.41 dBA


Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 55.57 + 0.00) = 55.57 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.57 73.48 0.00 -16.13 -1.79 0.00 0.00 0.00 55.57 ---------------------------------------------------------------------------- Segment Leq : 55.57 dBA Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m ROAD (0.00 + 52.85 + 0.00) = 52.85 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.57 73.48 0.00 -18.35 -2.29 0.00 0.00 0.00 52.85 ---------------------------------------------------------------------------- Segment Leq : 52.85 dBA Total Leq All Segments: 57.84 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -67.00 deg 74.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 142.00 / 142.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 50.83 + 0.00) = 50.83 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -67 74 0.66 68.91 -16.20 -1.87 0.00 0.00 0.00 50.83 ---------------------------------------------------------------------- Segment Leq : 50.83 dBA Total Leq All Segments: 50.83 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 49.18 + 0.00) = 49.18 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -67 74 0.60 66.60 -15.62 -1.80 0.00 0.00 0.00 49.18 ---------------------------------------------------------------------- Segment Leq : 49.18 dBA Total Leq All Segments: 49.18 dBA TOTAL Leq FROM ALL SOURCES (DAY): 64.69 (NIGHT): 58.40


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 44.63 + 0.00) = 44.63 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -11.31 -1.50 0.00 -3.56 0.00 44.63 ---------------------------------------------------------------------------- Segment Leq : 44.63 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 59.61 + 0.00) = 59.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -55 57 0.66 81.07 0.00 -18.92 -2.55 0.00 0.00 0.00 59.61 ---------------------------------------------------------------------------- Segment Leq : 59.61 dBA Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m ROAD (0.00 + 57.43 + 0.00) = 57.43 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 65 0.66 81.07 0.00 -20.76 -2.08 0.00 -0.80 0.00 57.43 ---------------------------------------------------------------------------- Segment Leq : 57.43 dBA Total Leq All Segments: 61.75 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -64.00 deg 68.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 189.00 / 189.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:52:01 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f016.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC016 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -81.00 deg 84.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 63.00 / 63.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -44.00 deg 47.00 deg Wood depth : 0 (No woods.) No of house rows : 2 / 2 House density : 40 % Surface : 1 (Absorptive ground surface) Receiver source distance : 341.00 / 341.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 39.75 + 0.00) = 39.75 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -44 47 0.66 68.91 -22.52 -3.28 0.00 -3.36 0.00 39.75 ---------------------------------------------------------------------- Segment Leq : 39.75 dBA Total Leq All Segments: 39.75 dBA Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m RT/Custom (0.00 + 38.29 + 0.00) = 38.29 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -44 47 0.60 66.60 -21.71 -3.25 0.00 -3.36 0.00 38.29 ---------------------------------------------------------------------- Segment Leq : 38.29 dBA Total Leq All Segments: 38.29 dBA TOTAL Leq FROM ALL SOURCES (DAY): 55.12 (NIGHT): 48.90


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:56:24 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f018.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC018 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 80 % Surface : 1 (Absorptive ground surface) Receiver source distance : 29.00 / 29.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 17:59:14 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f020.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC020 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 58.00 / 58.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 18:02:29 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f023.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC023 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -75.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 131.00 / 131.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 18:03:27 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f024.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC024 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : 0.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 269.00 / 269.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


STAMSON 5.0 NORMAL REPORT Date: 14-06-2010 18:07:41 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: f025.te Time Period: Day/Night 16/8 hours Description: WST TWAY - ACRES TO MOODIE - FUTURE - REC025 Road data, segment # 1: Holly Acres (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Holly Acres (day/night) --------------------------------------------- Angle1 Angle2 : -90.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 75.00 / 75.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: 417 West (day/night) -------------------------------------------- Car traffic volume : 101223/8802 veh/TimePeriod * Medium truck volume : 1387/121 veh/TimePeriod * Heavy truck volume : 4053/352 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 115938 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417 West (day/night) ------------------------------------------ Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 199.00 / 199.00 m Receiver height : 1.50 / 4.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Reference angle : 0.00


Results segment # 1: Holly Acres (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 60.21 + 0.00) = 60.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.66 73.34 0.00 -11.60 -1.52 0.00 0.00 0.00 60.21 ---------------------------------------------------------------------------- Segment Leq : 60.21 dBA Results segment # 2: 417 West (day) ----------------------------------- Source height = 1.40 m ROAD (0.00 + 62.79 + 0.00) = 62.79 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.54 81.86 0.00 -17.33 -1.75 0.00 0.00 0.00 62.79 ---------------------------------------------------------------------------- Segment Leq : 62.79 dBA


Results segment # 3: 417 East (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.25 ! 71.25 ROAD (54.38 + 52.28 + 0.00) = 56.47 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.54 81.86 0.00 -19.83 -7.66 0.00 0.00 0.00 54.38 ---------------------------------------------------------------------------- -30 70 0.36 81.86 0.00 -17.51 -2.89 0.00 0.00 -9.18 52.28 ---------------------------------------------------------------------------- Segment Leq : 56.47 dBA Total Leq All Segments: 65.31 dBA Results segment # 1: Holly Acres (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 53.38 + 0.00) = 53.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.57 65.74 0.00 -10.97 -1.38 0.00 0.00 0.00 53.38 ---------------------------------------------------------------------------- Segment Leq : 53.38 dBA


Results segment # 2: 417 West (night) ------------------------------------- Source height = 1.40 m ROAD (0.00 + 56.30 + 0.00) = 56.30 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.45 74.26 0.00 -16.32 -1.65 0.00 0.00 0.00 56.30 ---------------------------------------------------------------------------- Segment Leq : 56.30 dBA Results segment # 3: 417 East (night) ------------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.36 ! 71.36 ROAD (48.12 + 46.30 + 0.00) = 50.31 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -30 0.45 74.26 0.00 -18.67 -7.48 0.00 0.00 0.00 48.12 ---------------------------------------------------------------------------- -30 70 0.27 74.26 0.00 -16.36 -2.81 0.00 0.00 -8.80 46.30 ---------------------------------------------------------------------------- Segment Leq : 50.31 dBA Total Leq All Segments: 58.76 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -61.00 deg 77.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 156.00 / 156.00 m Receiver height : 1.50 / 4.50 m Topography : 3 (Elevated; no barrier) Elevation : 4.00 m Reference angle : 0.00

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions D 1

APPENDIX D

TRAFFIC NOISE MODELLING NOISE BARRIER INVESTIGATION


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 16:36:04 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw007.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO07 Road data, segment # 1: HOLLY ACRES (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: HOLLY ACRES (day/night) --------------------------------------------- Angle1 Angle2 : -54.00 deg 36.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 254.00 / 254.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -21.00 deg Angle2 : 18.00 deg Barrier height : 3.50 m Elevation : 1.00 m Barrier receiver distance : 88.00 / 88.00 m Source elevation : 67.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -82.00 deg 79.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 117.00 / 117.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -82.00 deg Angle2 : 79.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 110.00 / 110.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.53 ! 67.53 RT/Custom (0.00 + 38.36 + 0.00) = 38.36 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -82 79 0.28 68.91 -11.46 -1.00 0.00 0.00 -18.08 38.36 ---------------------------------------------------------------------- Segment Leq : 38.36 dBA Total Leq All Segments: 38.36 dBA


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.71 ! 67.71 RT/Custom (0.00 + 37.27 + 0.00) = 37.27 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -82 79 0.19 66.60 -10.66 -0.84 0.00 0.00 -17.83 37.27 ---------------------------------------------------------------------- Segment Leq : 37.27 dBA Total Leq All Segments: 37.27 dBA TOTAL Leq FROM ALL SOURCES (DAY): 58.94 (NIGHT): 55.09


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 16:33:59 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw010.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO10 Road data, segment # 1: CORKSTOWN (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: CORKSTOWN (day/night) ------------------------------------------- Angle1 Angle2 : -48.00 deg 40.00 deg Wood depth : 0 (No woods.) No of house rows : 5 / 5 House density : 50 % Surface : 1 (Absorptive ground surface) Receiver source distance : 319.00 / 319.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 4: 417W2 (day/night) ----------------------------------------- Car traffic volume : 1600/800 veh/TimePeriod Medium truck volume : 320/160 veh/TimePeriod Heavy truck volume : 160/80 veh/TimePeriod Posted speed limit : 100 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 4: 417W2 (day/night) --------------------------------------- Angle1 Angle2 : 56.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 136.00 / 136.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 56.00 deg Angle2 : 71.00 deg Barrier height : 0.00 m Elevation : 1.50 m Barrier receiver distance : 115.00 / 115.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Road data, segment # 5: 417E2 (day/night) ----------------------------------------- Car traffic volume : 1600/800 veh/TimePeriod Medium truck volume : 320/160 veh/TimePeriod Heavy truck volume : 160/80 veh/TimePeriod Posted speed limit : 100 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 5: 417E2 (day/night) --------------------------------------- Angle1 Angle2 : 50.00 deg 58.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 223.00 / 223.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 50.00 deg Angle2 : 58.00 deg Barrier height : 0.00 m Elevation : 1.50 m Barrier receiver distance : 115.00 / 115.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 27.08 + 0.00) = 27.08 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 40 0.66 61.00 0.00 -22.04 -3.41 0.00 -8.47 0.00 27.08 ---------------------------------------------------------------------------- Segment Leq : 27.08 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.91 ! 68.91 ROAD (0.00 + 56.65 + 0.00) = 56.65 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.26 81.07 0.00 -12.05 -1.57 0.00 0.00 -10.81 56.65 ---------------------------------------------------------------------------- Segment Leq : 56.65 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.56 ! 68.56 ROAD (0.00 + 54.15 + 0.00) = 54.15 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.26 81.07 0.00 -14.75 -2.17 0.00 0.00 -10.01 54.15 ---------------------------------------------------------------------------- Segment Leq : 54.15 dBA Results segment # 4: 417W2 (day) -------------------------------- Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 1.50 ! 3.41 ! 69.41 ROAD (0.00 + 39.71 + 0.00) = 39.71 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 56 71 0.61 68.08 0.00 -15.42 -12.95 0.00 0.00 0.00 39.71* 56 71 0.61 68.08 0.00 -15.42 -12.95 0.00 0.00 0.00 39.71 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 39.71 dBA


Results segment # 5: 417E2 (day) -------------------------------- Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 1.50 ! 2.86 ! 68.86 ROAD (0.00 + 34.27 + 0.00) = 34.27 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 50 58 0.61 68.08 0.00 -18.87 -14.93 0.00 0.00 -2.16 32.11* 50 58 0.61 68.08 0.00 -18.87 -14.93 0.00 0.00 0.00 34.27 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 34.27 dBA Total Leq All Segments: 58.66 dBA Barrier table for segment # 4: 417W2 (day) ------------------------------------------ Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 39.71 ! 39.71 ! 1.00 ! 67.00 ! 39.71 ! 39.71 ! 2.00 ! 68.00 ! 39.71 ! 39.71 ! 3.00 ! 69.00 ! 39.71 ! 39.71 ! 4.00 ! 70.00 ! 37.63 ! 37.63 ! 5.00 ! 71.00 ! 37.17 ! 37.17 ! Barrier table for segment # 5: 417E2 (day) ------------------------------------------ Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 34.27 ! 34.27 ! 1.00 ! 67.00 ! 34.27 ! 34.27 ! 2.00 ! 68.00 ! 34.27 ! 34.27 ! 3.00 ! 69.00 ! 31.79 ! 31.79 ! 4.00 ! 70.00 ! 32.29 ! 32.29 ! 5.00 ! 71.00 ! 32.32 ! 32.32 !


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 20.69 + 0.00) = 20.69 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -48 40 0.57 53.38 0.00 -20.85 -3.37 0.00 -8.47 0.00 20.69 ---------------------------------------------------------------------------- Segment Leq : 20.69 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.95 ! 69.95 ROAD (0.00 + 51.84 + 0.00) = 51.84 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -80 56 0.17 73.48 0.00 -11.18 -1.45 0.00 0.00 -9.01 51.84 ---------------------------------------------------------------------------- Segment Leq : 51.84 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.36 ! 70.36 ROAD (0.00 + 50.37 + 0.00) = 50.37 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 50 0.17 73.48 0.00 -13.69 -2.09 0.00 0.00 -7.33 50.37 ---------------------------------------------------------------------------- Segment Leq : 50.37 dBA Results segment # 4: 417W2 (night) ---------------------------------- Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 4.50 ! 3.87 ! 69.87 ROAD (0.00 + 40.89 + 0.00) = 40.89 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 56 71 0.52 68.08 0.00 -14.55 -12.63 0.00 0.00 0.00 40.89* 56 71 0.52 68.08 0.00 -14.55 -12.63 0.00 0.00 0.00 40.89 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 40.89 dBA


Results segment # 5: 417E2 (night) ---------------------------------- Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 4.50 ! 4.31 ! 70.31 ROAD (0.00 + 35.54 + 0.00) = 35.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 50 58 0.52 68.08 0.00 -17.82 -14.73 0.00 0.00 0.00 35.54* 50 58 0.52 68.08 0.00 -17.82 -14.73 0.00 0.00 0.00 35.54 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 35.54 dBA Total Leq All Segments: 54.43 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -81.00 deg 50.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 121.00 / 121.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -81.00 deg Angle2 : 50.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 115.00 / 115.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00 RT/Custom data, segment # 2: TRANSITWAY2 (day/night) ---------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 2: TRANSITWAY2 (day/night) --------------------------------------------- Angle1 Angle2 : 50.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 121.00 / 121.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 50.00 deg Angle2 : 71.00 deg Barrier height : 0.00 m Elevation : 1.50 m Barrier receiver distance : 115.00 / 115.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.57 ! 66.57 RT/Custom (0.00 + 36.64 + 0.00) = 36.64 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -81 50 0.28 68.91 -11.65 -1.76 0.00 0.00 -18.85 36.64 ---------------------------------------------------------------------- Segment Leq : 36.64 dBA Results segment # 2: TRANSITWAY2 (day) -------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.57 ! 66.57 RT/Custom (0.00 + 42.64 + 0.00) = 42.64 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 50 71 0.64 68.91 -14.92 -11.35 0.00 0.00 -4.20 38.45* 50 71 0.64 68.91 -14.92 -11.35 0.00 0.00 0.00 42.64 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 42.64 dBA Total Leq All Segments: 43.61 dBA


Barrier table for segment # 2: TRANSITWAY2 (day) ------------------------------------------------ Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 42.64 ! 42.64 ! 1.00 ! 67.00 ! 37.98 ! 37.98 ! 2.00 ! 68.00 ! 35.77 ! 35.77 ! 3.00 ! 69.00 ! 33.22 ! 33.22 ! 4.00 ! 70.00 ! 31.34 ! 31.34 ! 5.00 ! 71.00 ! 30.07 ! 30.07 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.72 ! 66.72 RT/Custom (0.00 + 35.44 + 0.00) = 35.44 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -81 50 0.19 66.60 -10.83 -1.65 0.00 0.00 -18.68 35.44 ---------------------------------------------------------------------- Segment Leq : 35.44 dBA Results segment # 2: TRANSITWAY2 (night) ---------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.72 ! 66.72 RT/Custom (0.00 + 41.43 + 0.00) = 41.43 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 50 71 0.56 66.60 -14.10 -11.07 0.00 0.00 -3.67 37.77* 50 71 0.56 66.60 -14.10 -11.07 0.00 0.00 0.00 41.43 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 41.43 dBA Total Leq All Segments: 42.41 dBA TOTAL Leq FROM ALL SOURCES (DAY): 58.80 (NIGHT): 54.70


Road data, segment # 3: 417WE (day/night) ----------------------------------------- Car traffic volume : 84416/7341 veh/TimePeriod * Medium truck volume : 1156/101 veh/TimePeriod * Heavy truck volume : 3380/294 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 96688 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417WE (day/night) --------------------------------------- Angle1 Angle2 : -70.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 139.00 / 139.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -70.00 deg Angle2 : 0.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Road data, segment # 5: 417EE (day/night) ----------------------------------------- Car traffic volume : 84416/7341 veh/TimePeriod * Medium truck volume : 1156/101 veh/TimePeriod * Heavy truck volume : 3380/294 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 96688 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 5: 417EE (day/night) --------------------------------------- Angle1 Angle2 : -60.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 208.00 / 208.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -60.00 deg Angle2 : 0.00 deg Barrier height : 6.00 m Elevation : 1.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 29.98 + 0.00) = 29.98 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.66 61.00 0.00 -20.20 -2.32 0.00 -8.50 0.00 29.98 ---------------------------------------------------------------------------- Segment Leq : 29.98 dBA Results segment # 2: 417WW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.35 ! 68.35 ROAD (0.00 + 60.58 + 0.00) = 60.58 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.62 81.07 0.00 -15.65 -4.85 0.00 0.00 -3.35 57.24* 0 70 0.62 81.07 0.00 -15.65 -4.85 0.00 0.00 0.00 60.58 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 60.58 dBA


Results segment # 3: 417WE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 2.12 ! 69.12 ROAD (0.00 + 52.68 + 0.00) = 52.68 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 0 0.26 81.07 0.00 -12.17 -4.43 0.00 0.00 -11.80 52.68 ---------------------------------------------------------------------------- Segment Leq : 52.68 dBA Results segment # 4: 417EW (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.23 ! 68.23 ROAD (0.00 + 57.30 + 0.00) = 57.30 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.62 81.07 0.00 -18.48 -5.30 0.00 0.00 -3.72 53.58* 0 60 0.62 81.07 0.00 -18.48 -5.30 0.00 0.00 0.00 57.30 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 57.30 dBA


Results segment # 5: 417EE (day) -------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.75 ! 68.75 ROAD (0.00 + 51.89 + 0.00) = 51.89 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 0 0.26 81.07 0.00 -14.37 -5.00 0.00 0.00 -9.81 51.89 ---------------------------------------------------------------------------- Segment Leq : 51.89 dBA Total Leq All Segments: 63.06 dBA Barrier table for segment # 2: 417WW (day) ------------------------------------------ Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 60.58 ! 60.58 ! 1.00 ! 68.00 ! 60.58 ! 60.58 ! 2.00 ! 69.00 ! 56.56 ! 56.56 ! 3.00 ! 70.00 ! 55.75 ! 55.75 ! 4.00 ! 71.00 ! 54.43 ! 54.43 ! 5.00 ! 72.00 ! 53.12 ! 53.12 ! Barrier table for segment # 4: 417EW (day) ------------------------------------------ Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 57.30 ! 57.30 ! 1.00 ! 68.00 ! 57.30 ! 57.30 ! 2.00 ! 69.00 ! 53.34 ! 53.34 ! 3.00 ! 70.00 ! 52.54 ! 52.54 ! 4.00 ! 71.00 ! 51.28 ! 51.28 ! 5.00 ! 72.00 ! 50.04 ! 50.04 !


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 23.53 + 0.00) = 23.53 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 60 0.57 53.38 0.00 -19.10 -2.25 0.00 -8.50 0.00 23.53 ---------------------------------------------------------------------------- Segment Leq : 23.53 dBA Results segment # 2: 417WW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.60 ! 70.60 ROAD (0.00 + 53.96 + 0.00) = 53.96 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 70 0.53 73.48 0.00 -14.78 -4.75 0.00 0.00 0.00 53.96* 0 70 0.53 73.48 0.00 -14.78 -4.75 0.00 0.00 0.00 53.96 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.96 dBA


Results segment # 3: 417WE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.71 ! 69.71 ROAD (0.00 + 47.23 + 0.00) = 47.23 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 0 0.17 73.48 0.00 -11.29 -4.32 0.00 0.00 -10.63 47.23 ---------------------------------------------------------------------------- Segment Leq : 47.23 dBA Results segment # 4: 417EW (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.73 ! 70.73 ROAD (0.00 + 50.80 + 0.00) = 50.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- 0 60 0.53 73.48 0.00 -17.45 -5.23 0.00 0.00 0.00 50.80* 0 60 0.53 73.48 0.00 -17.45 -5.23 0.00 0.00 0.00 50.80 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 50.80 dBA


Results segment # 5: 417EE (night) ---------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 3.14 ! 70.14 ROAD (0.00 + 47.51 + 0.00) = 47.51 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 0 0.17 73.48 0.00 -13.34 -4.92 0.00 0.00 -7.71 47.51 ---------------------------------------------------------------------------- Segment Leq : 47.51 dBA Total Leq All Segments: 56.80 dBA


RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -74.00 deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 123.00 / 123.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -74.00 deg Angle2 : 0.00 deg Barrier height : 6.00 m Elevation : 0.50 m Barrier receiver distance : 112.00 / 112.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00 RT/Custom data, segment # 2: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 2: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : 0.00 deg 71.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 123.00 / 123.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : 0.00 deg Angle2 : 70.00 deg Barrier height : 0.00 m Elevation : 0.50 m Barrier receiver distance : 116.00 / 116.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.54 ! 67.54 RT/Custom (0.00 + 35.26 + 0.00) = 35.26 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -74 0 0.31 68.91 -12.02 -4.31 0.00 0.00 -17.32 35.26 ---------------------------------------------------------------------- Segment Leq : 35.26 dBA Results segment # 2: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.53 ! 67.53 RT/Custom (0.00 + 48.85 + 28.04) = 48.88 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.66 68.91 -15.17 -4.89 0.00 0.00 -4.06 44.79* 0 70 0.66 68.91 -15.17 -4.89 0.00 0.00 0.00 48.85 ---------------------------------------------------------------------- 70 71 0.66 68.91 -15.17 -25.70 0.00 0.00 0.00 28.04 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 48.88 dBA Total Leq All Segments: 49.06 dBA


Barrier table for segment # 2: TRANSITWAY (day) ----------------------------------------------- Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 48.88 ! 48.88 ! 1.00 ! 68.00 ! 43.78 ! 43.78 ! 2.00 ! 69.00 ! 40.87 ! 40.87 ! 3.00 ! 70.00 ! 38.16 ! 38.16 ! 4.00 ! 71.00 ! 36.34 ! 36.34 ! 5.00 ! 72.00 ! 35.17 ! 35.17 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.81 ! 67.81 RT/Custom (0.00 + 34.36 + 0.00) = 34.36 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -74 0 0.22 66.60 -11.19 -4.19 0.00 0.00 -16.86 34.36 ---------------------------------------------------------------------- Segment Leq : 34.36 dBA Results segment # 2: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.70 ! 67.70 RT/Custom (0.00 + 47.31 + 26.78) = 47.35 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- 0 70 0.58 66.60 -14.48 -4.81 0.00 0.00 -3.23 44.08* 0 70 0.58 66.60 -14.48 -4.81 0.00 0.00 0.00 47.31 ---------------------------------------------------------------------- 70 71 0.58 66.60 -14.48 -25.34 0.00 0.00 0.00 26.78 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.35 dBA Total Leq All Segments: 47.56 dBA TOTAL Leq FROM ALL SOURCES (DAY): 63.23 (NIGHT): 57.29


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 38.54 + 0.00) = 38.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.66 61.00 0.00 -16.60 -1.78 0.00 -4.07 0.00 38.54 ---------------------------------------------------------------------------- Segment Leq : 38.54 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.17 ! 69.17 ROAD (0.00 + 62.65 + 0.00) = 62.65 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.62 81.07 0.00 -16.59 -1.83 0.00 0.00 -3.54 59.11* -70 70 0.62 81.07 0.00 -16.59 -1.83 0.00 0.00 0.00 62.65 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 62.65 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.84 ! 68.84 ROAD (0.00 + 59.88 + 0.00) = 59.88 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.62 81.07 0.00 -18.87 -2.32 0.00 0.00 -4.69 55.18* -56 63 0.62 81.07 0.00 -18.87 -2.32 0.00 0.00 0.00 59.88 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 59.88 dBA Total Leq All Segments: 64.50 dBA Barrier table for segment # 2: 417W (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 68.00 ! 62.65 ! 62.65 ! 1.00 ! 69.00 ! 62.65 ! 62.65 ! 2.00 ! 70.00 ! 58.40 ! 58.40 ! 3.00 ! 71.00 ! 57.23 ! 57.23 ! 4.00 ! 72.00 ! 55.72 ! 55.72 ! 5.00 ! 73.00 ! 54.35 ! 54.35 ! Barrier table for segment # 3: 417E (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 68.00 ! 59.88 ! 59.88 ! 1.00 ! 69.00 ! 55.62 ! 55.62 ! 2.00 ! 70.00 ! 55.84 ! 55.84 ! 3.00 ! 71.00 ! 55.46 ! 55.46 ! 4.00 ! 72.00 ! 54.76 ! 54.76 ! 5.00 ! 73.00 ! 54.00 ! 54.00 !


Results segment # 1: CORKSTOWN (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 31.93 + 0.00) = 31.93 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -73 73 0.57 53.38 0.00 -15.70 -1.67 0.00 -4.07 0.00 31.93 ---------------------------------------------------------------------------- Segment Leq : 31.93 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.66 ! 69.66 ROAD (0.00 + 56.08 + 0.00) = 56.08 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 70 0.53 73.48 0.00 -15.67 -1.73 0.00 0.00 -1.48 54.59* -70 70 0.53 73.48 0.00 -15.67 -1.73 0.00 0.00 0.00 56.08 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 56.08 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.03 ! 70.03 ROAD (0.00 + 53.41 + 0.00) = 53.41 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -56 63 0.53 73.48 0.00 -17.82 -2.25 0.00 0.00 -2.96 50.45* -56 63 0.53 73.48 0.00 -17.82 -2.25 0.00 0.00 0.00 53.41 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.41 dBA Total Leq All Segments: 57.97 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -67.00 deg 74.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 142.00 / 142.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -67.00 deg Angle2 : 74.00 deg Barrier height : 0.00 m Elevation : 1.50 m Barrier receiver distance : 133.00 / 133.00 m Source elevation : 68.00 m Receiver elevation : 66.50 m Barrier elevation : 68.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.47 ! 68.47 RT/Custom (0.00 + 51.00 + 0.00) = 51.00 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -67 74 0.64 68.91 -16.06 -1.85 0.00 0.00 -4.44 46.55* -67 74 0.64 68.91 -16.06 -1.85 0.00 0.00 0.00 51.00 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 51.00 dBA Total Leq All Segments: 51.00 dBA Barrier table for segment # 1: TRANSITWAY (day) ----------------------------------------------- Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 68.00 ! 51.00 ! 51.00 ! 1.00 ! 69.00 ! 46.01 ! 46.01 ! 2.00 ! 70.00 ! 43.49 ! 43.49 ! 3.00 ! 71.00 ! 40.90 ! 40.90 ! 4.00 ! 72.00 ! 38.96 ! 38.96 ! 5.00 ! 73.00 ! 37.59 ! 37.59 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.66 ! 68.66 RT/Custom (0.00 + 49.67 + 0.00) = 49.67 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -67 74 0.56 66.60 -15.18 -1.75 0.00 0.00 -3.84 45.83* -67 74 0.56 66.60 -15.18 -1.75 0.00 0.00 0.00 49.67 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 49.67 dBA Total Leq All Segments: 49.67 dBA TOTAL Leq FROM ALL SOURCES (DAY): 64.69 (NIGHT): 58.57


Results segment # 1: CORKSTOWN (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 44.63 + 0.00) = 44.63 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -11.31 -1.50 0.00 -3.56 0.00 44.63 ---------------------------------------------------------------------------- Segment Leq : 44.63 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.21 ! 69.21 ROAD (0.00 + 60.11 + 0.00) = 60.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -55 57 0.62 81.07 0.00 -18.44 -2.52 0.00 0.00 -3.39 56.72* -55 57 0.62 81.07 0.00 -18.44 -2.52 0.00 0.00 0.00 60.11 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 60.11 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.94 ! 68.94 ROAD (0.00 + 58.80 + 0.00) = 58.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 65 0.62 81.07 0.00 -20.23 -2.04 0.00 0.00 -4.67 54.13* -65 65 0.62 81.07 0.00 -20.23 -2.04 0.00 0.00 0.00 58.80 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 58.80 dBA Total Leq All Segments: 62.58 dBA Barrier table for segment # 2: 417W (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 68.00 ! 60.11 ! 60.11 ! 1.00 ! 69.00 ! 60.11 ! 60.11 ! 2.00 ! 70.00 ! 56.00 ! 56.00 ! 3.00 ! 71.00 ! 54.84 ! 54.84 ! 4.00 ! 72.00 ! 53.28 ! 53.28 ! 5.00 ! 73.00 ! 51.87 ! 51.87 ! Barrier table for segment # 3: 417E (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 68.00 ! 58.80 ! 58.80 ! 1.00 ! 69.00 ! 54.60 ! 54.60 ! 2.00 ! 70.00 ! 55.02 ! 55.02 ! 3.00 ! 71.00 ! 54.87 ! 54.87 ! 4.00 ! 72.00 ! 54.40 ! 54.40 ! 5.00 ! 73.00 ! 53.82 ! 53.82 ! Results segment # 1: CORKSTOWN (night) --------------------------------------


Source height = 1.49 m ROAD (0.00 + 37.76 + 0.00) = 37.76 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 53.38 0.00 -10.70 -1.36 0.00 -3.56 0.00 37.76 ---------------------------------------------------------------------------- Segment Leq : 37.76 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.61 ! 69.61 ROAD (0.00 + 53.61 + 0.00) = 53.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -55 57 0.53 73.48 0.00 -17.42 -2.45 0.00 0.00 -1.81 51.80* -55 57 0.53 73.48 0.00 -17.42 -2.45 0.00 0.00 0.00 53.61 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.61 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.92 ! 69.92 ROAD (0.00 + 52.41 + 0.00) = 52.41 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -65 65 0.53 73.48 0.00 -19.11 -1.96 0.00 0.00 -3.48 48.93* -65 65 0.53 73.48 0.00 -19.11 -1.96 0.00 0.00 0.00 52.41 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 52.41 dBA Total Leq All Segments: 56.13 dBA


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 16:15:20 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw018.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO18 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 80 % Surface : 1 (Absorptive ground surface) Receiver source distance : 29.00 / 29.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 48.54 + 0.00) = 48.54 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -4.75 -1.50 0.00 -6.20 0.00 48.54 ---------------------------------------------------------------------------- Segment Leq : 48.54 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.35 ! 68.35 ROAD (0.00 + 59.95 + 45.09) = 60.09 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 61 0.65 81.07 0.00 -18.89 -2.24 0.00 0.00 -3.03 56.92* -62 61 0.65 81.07 0.00 -18.89 -2.24 0.00 0.00 0.00 59.95 ---------------------------------------------------------------------------- 61 67 0.65 81.07 0.00 -18.89 -17.10 0.00 0.00 0.00 45.09 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 60.09 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.27 ! 68.27 ROAD (0.00 + 57.90 + 0.00) = 57.90 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 59 0.65 81.07 0.00 -20.66 -2.51 0.00 0.00 -4.35 53.55* -54 59 0.65 81.07 0.00 -20.66 -2.51 0.00 0.00 0.00 57.90 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 57.90 dBA Total Leq All Segments: 62.33 dBA Barrier table for segment # 2: 417W (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 60.09 ! 60.09 ! 1.00 ! 68.00 ! 60.09 ! 60.09 ! 2.00 ! 69.00 ! 56.38 ! 56.38 ! 3.00 ! 70.00 ! 55.49 ! 55.49 ! 4.00 ! 71.00 ! 54.18 ! 54.18 ! 5.00 ! 72.00 ! 52.99 ! 52.99 ! Barrier table for segment # 3: 417E (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 57.90 ! 57.90 ! 1.00 ! 68.00 ! 57.90 ! 57.90 ! 2.00 ! 69.00 ! 54.29 ! 54.29 ! 3.00 ! 70.00 ! 54.24 ! 54.24 ! 4.00 ! 71.00 ! 53.77 ! 53.77 ! 5.00 ! 72.00 ! 53.12 ! 53.12 !


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 41.33 + 0.00) = 41.33 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 53.38 0.00 -4.50 -1.36 0.00 -6.20 0.00 41.33 ---------------------------------------------------------------------------- Segment Leq : 41.33 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.73 ! 68.73 ROAD (0.00 + 53.46 + 38.85) = 53.61 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -62 61 0.56 73.48 0.00 -17.86 -2.16 0.00 0.00 -1.23 52.23* -62 61 0.56 73.48 0.00 -17.86 -2.16 0.00 0.00 0.00 53.46 ---------------------------------------------------------------------------- 61 67 0.56 73.48 0.00 -17.86 -16.77 0.00 0.00 0.00 38.85 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.61 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.23 ! 69.23 ROAD (0.00 + 51.50 + 0.00) = 51.50 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -54 59 0.56 73.48 0.00 -19.53 -2.45 0.00 0.00 -2.70 48.80* -54 59 0.56 73.48 0.00 -19.53 -2.45 0.00 0.00 0.00 51.50 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 51.50 dBA Total Leq All Segments: 55.85 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -66.00 deg 69.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 192.00 / 192.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -66.00 deg Angle2 : 61.00 deg Barrier height : 0.00 m Elevation : 0.50 m Barrier receiver distance : 183.00 / 183.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.52 ! 67.52 RT/Custom (0.00 + 48.37 + 34.53) = 48.55 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -66 61 0.66 68.91 -18.38 -2.15 0.00 0.00 -4.27 44.10* -66 61 0.66 68.91 -18.38 -2.15 0.00 0.00 0.00 48.37 ---------------------------------------------------------------------- 61 69 0.66 68.91 -18.38 -16.00 0.00 0.00 0.00 34.53 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 48.55 dBA Total Leq All Segments: 48.55 dBA Barrier table for segment # 1: TRANSITWAY (day) ----------------------------------------------- Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 48.55 ! 48.55 ! 1.00 ! 68.00 ! 43.91 ! 43.91 ! 2.00 ! 69.00 ! 41.78 ! 41.78 ! 3.00 ! 70.00 ! 39.75 ! 39.75 ! 4.00 ! 71.00 ! 38.48 ! 38.48 ! 5.00 ! 72.00 ! 37.72 ! 37.72 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.66 ! 67.66 RT/Custom (0.00 + 46.97 + 33.34) = 47.15 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -66 61 0.58 66.60 -17.55 -2.09 0.00 0.00 -3.78 43.19* -66 61 0.58 66.60 -17.55 -2.09 0.00 0.00 0.00 46.97 ---------------------------------------------------------------------- 61 69 0.58 66.60 -17.55 -15.72 0.00 0.00 0.00 33.34 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.15 dBA Total Leq All Segments: 47.15 dBA TOTAL Leq FROM ALL SOURCES (DAY): 62.51 (NIGHT): 56.40


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 16:14:24 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw020.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO20 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -85.00 deg 85.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 58.00 / 58.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 49.75 + 0.00) = 49.75 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.66 61.00 0.00 -9.75 -1.50 0.00 0.00 0.00 49.75 ---------------------------------------------------------------------------- Segment Leq : 49.75 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.35 ! 68.35 ROAD (0.00 + 57.57 + 51.97) = 58.62 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 31 0.65 81.07 0.00 -20.14 -3.37 0.00 0.00 -3.00 54.56* -60 31 0.65 81.07 0.00 -20.14 -3.37 0.00 0.00 0.00 57.57 ---------------------------------------------------------------------------- 31 60 0.65 81.07 0.00 -20.14 -8.97 0.00 0.00 0.00 51.97 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 58.62 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.29 ! 68.29 ROAD (0.00 + 55.81 + 49.01) = 56.63 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 31 0.65 81.07 0.00 -21.51 -3.75 0.00 0.00 -4.28 51.52* -50 31 0.65 81.07 0.00 -21.51 -3.75 0.00 0.00 0.00 55.81 ---------------------------------------------------------------------------- 31 50 0.65 81.07 0.00 -21.51 -10.55 0.00 0.00 0.00 49.01 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 56.63 dBA Total Leq All Segments: 61.08 dBA Barrier table for segment # 2: 417W (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 58.62 ! 58.62 ! 1.00 ! 68.00 ! 58.62 ! 58.62 ! 2.00 ! 69.00 ! 55.95 ! 55.95 ! 3.00 ! 70.00 ! 55.41 ! 55.41 ! 4.00 ! 71.00 ! 54.67 ! 54.67 ! 5.00 ! 72.00 ! 54.08 ! 54.08 ! Barrier table for segment # 3: 417E (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 56.63 ! 56.63 ! 1.00 ! 68.00 ! 56.63 ! 56.63 ! 2.00 ! 69.00 ! 53.92 ! 53.92 ! 3.00 ! 70.00 ! 53.87 ! 53.87 ! 4.00 ! 71.00 ! 53.53 ! 53.53 ! 5.00 ! 72.00 ! 53.09 ! 53.09 !


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 42.80 + 0.00) = 42.80 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -85 85 0.57 53.38 0.00 -9.22 -1.36 0.00 0.00 0.00 42.80 ---------------------------------------------------------------------------- Segment Leq : 42.80 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.69 ! 68.69 ROAD (0.00 + 51.13 + 45.61) = 52.20 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -60 31 0.56 73.48 0.00 -19.04 -3.32 0.00 0.00 -1.51 49.61* -60 31 0.56 73.48 0.00 -19.04 -3.32 0.00 0.00 0.00 51.13 ---------------------------------------------------------------------------- 31 60 0.56 73.48 0.00 -19.04 -8.83 0.00 0.00 0.00 45.61 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 52.20 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.09 ! 69.09 ROAD (0.00 + 49.43 + 42.70) = 50.26 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -50 31 0.56 73.48 0.00 -20.34 -3.71 0.00 0.00 -2.91 46.52* -50 31 0.56 73.48 0.00 -20.34 -3.71 0.00 0.00 0.00 49.43 ---------------------------------------------------------------------------- 31 50 0.56 73.48 0.00 -20.34 -10.44 0.00 0.00 0.00 42.70 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 50.26 dBA Total Leq All Segments: 54.64 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 1700/500 veh/TimePeriod Speed : 80 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -63.00 deg 67.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 230.00 / 230.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -63.00 deg Angle2 : 31.00 deg Barrier height : 0.00 m Elevation : 0.50 m Barrier receiver distance : 222.00 / 222.00 m Source elevation : 67.00 m Receiver elevation : 66.50 m Barrier elevation : 67.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.52 ! 67.52 RT/Custom (0.00 + 45.95 + 40.96) = 47.14 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 31 0.66 68.91 -19.68 -3.28 0.00 0.00 -4.15 41.79* -63 31 0.66 68.91 -19.68 -3.28 0.00 0.00 0.00 45.95 ---------------------------------------------------------------------- 31 67 0.66 68.91 -19.68 -8.27 0.00 0.00 0.00 40.96 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.14 dBA Total Leq All Segments: 47.14 dBA Barrier table for segment # 1: TRANSITWAY (day) ----------------------------------------------- Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 67.00 ! 47.14 ! 47.14 ! 1.00 ! 68.00 ! 43.92 ! 43.92 ! 2.00 ! 69.00 ! 42.73 ! 42.73 ! 3.00 ! 70.00 ! 41.97 ! 41.97 ! 4.00 ! 71.00 ! 41.63 ! 41.63 ! 5.00 ! 72.00 ! 41.47 ! 41.47 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.62 ! 67.62 RT/Custom (0.00 + 44.58 + 39.68) = 45.80 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -63 31 0.58 66.60 -18.79 -3.23 0.00 0.00 -3.73 40.84* -63 31 0.58 66.60 -18.79 -3.23 0.00 0.00 0.00 44.58 ---------------------------------------------------------------------- 31 67 0.58 66.60 -18.79 -8.13 0.00 0.00 0.00 39.68 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 45.80 dBA Total Leq All Segments: 45.80 dBA TOTAL Leq FROM ALL SOURCES (DAY): 61.25 (NIGHT): 55.17


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 15:50:45 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw023.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO23 Road data, segment # 1: Corkstown (day/night) --------------------------------------------- Car traffic volume : 3279/285 veh/TimePeriod * Medium truck volume : 261/23 veh/TimePeriod * Heavy truck volume : 186/16 veh/TimePeriod * Posted speed limit : 40 km/h Road 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): 4050 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Corkstown (day/night) ------------------------------------------- Angle1 Angle2 : -75.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 131.00 / 131.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: 417W (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417W (day/night) -------------------------------------- Angle1 Angle2 : -51.00 deg 51.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 284.00 / 284.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -51.00 deg Angle2 : -6.00 deg Barrier height : 0.00 m Elevation : 0.00 m Barrier receiver distance : 258.00 / 258.00 m Source elevation : 66.50 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Road data, segment # 3: 417E (day/night) ---------------------------------------- Car traffic volume : 54026/4698 veh/TimePeriod * Medium truck volume : 740/64 veh/TimePeriod * Heavy truck volume : 2163/188 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 61880 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 3: 417E (day/night) -------------------------------------- Angle1 Angle2 : -44.00 deg 44.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 337.00 / 337.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -44.00 deg Angle2 : -6.00 deg Barrier height : 0.00 m Elevation : 0.50 m Barrier receiver distance : 258.00 / 258.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: Corkstown (day) ------------------------------------ Source height = 1.49 m ROAD (0.00 + 43.79 + 0.00) = 43.79 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -75 90 0.66 61.00 0.00 -15.62 -1.58 0.00 0.00 0.00 43.79 ---------------------------------------------------------------------------- Segment Leq : 43.79 dBA Results segment # 2: 417W (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.91 ! 67.91 ROAD (0.00 + 51.46 + 52.59) = 55.07 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -51 -6 0.66 79.14 0.00 -21.20 -6.47 0.00 0.00 -0.34 51.12* -51 -6 0.66 79.14 0.00 -21.20 -6.47 0.00 0.00 0.00 51.46 ---------------------------------------------------------------------------- -6 51 0.66 79.14 0.00 -21.20 -5.35 0.00 0.00 0.00 52.59 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 55.07 dBA


Results segment # 3: 417E (day) ------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.54 ! 67.54 ROAD (0.00 + 49.77 + 51.05) = 53.47 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -44 -6 0.65 79.14 0.00 -22.27 -7.09 0.00 0.00 -4.00 45.77* -44 -6 0.65 79.14 0.00 -22.27 -7.09 0.00 0.00 0.00 49.77 ---------------------------------------------------------------------------- -6 44 0.65 79.14 0.00 -22.27 -5.81 0.00 0.00 0.00 51.05 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 53.47 dBA Total Leq All Segments: 57.54 dBA Barrier table for segment # 2: 417W (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 55.07 ! 55.07 ! 1.00 ! 67.00 ! 55.07 ! 55.07 ! 2.00 ! 68.00 ! 53.89 ! 53.89 ! 3.00 ! 69.00 ! 53.83 ! 53.83 ! 4.00 ! 70.00 ! 53.54 ! 53.54 ! 5.00 ! 71.00 ! 53.28 ! 53.28 ! Barrier table for segment # 3: 417E (day) ----------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 53.47 ! 53.47 ! 1.00 ! 67.00 ! 53.47 ! 53.47 ! 2.00 ! 68.00 ! 52.32 ! 52.32 ! 3.00 ! 69.00 ! 52.36 ! 52.36 ! 4.00 ! 70.00 ! 52.26 ! 52.26 ! 5.00 ! 71.00 ! 52.12 ! 52.12 !


Results segment # 1: Corkstown (night) -------------------------------------- Source height = 1.49 m ROAD (0.00 + 37.15 + 0.00) = 37.15 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -75 90 0.57 53.38 0.00 -14.78 -1.45 0.00 0.00 0.00 37.15 ---------------------------------------------------------------------------- Segment Leq : 37.15 dBA Results segment # 2: 417W (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.18 ! 68.18 ROAD (0.00 + 45.03 + 46.14) = 48.63 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -51 -6 0.57 71.54 0.00 -20.09 -6.42 0.00 0.00 -0.01 45.02* -51 -6 0.57 71.54 0.00 -20.09 -6.42 0.00 0.00 0.00 45.03 ---------------------------------------------------------------------------- -6 51 0.57 71.54 0.00 -20.09 -5.30 0.00 0.00 0.00 46.14 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 48.63 dBA


Results segment # 3: 417E (night) --------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 2.24 ! 68.24 ROAD (0.00 + 43.44 + 44.70) = 47.12 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -44 -6 0.56 71.54 0.00 -21.06 -7.04 0.00 0.00 -2.65 40.79* -44 -6 0.56 71.54 0.00 -21.06 -7.04 0.00 0.00 0.00 43.44 ---------------------------------------------------------------------------- -6 44 0.56 71.54 0.00 -21.06 -5.78 0.00 0.00 0.00 44.70 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 47.12 dBA Total Leq All Segments: 51.13 dBA RT/Custom data, segment # 1: TRANSITWAY (day/night) --------------------------------------------------- 1 - Bus: Traffic volume : 800/200 veh/TimePeriod Speed : 100 km/h Data for Segment # 1: TRANSITWAY (day/night) -------------------------------------------- Angle1 Angle2 : -51.00 deg 51.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 265.00 / 265.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -51.00 deg Angle2 : -6.00 deg Barrier height : 0.00 m Elevation : 0.50 m Barrier receiver distance : 258.00 / 258.00 m Source elevation : 66.00 m Receiver elevation : 66.50 m Barrier elevation : 66.00 m Reference angle : 0.00


Results segment # 1: TRANSITWAY (day) ------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 1.50 ! 0.54 ! 66.54 RT/Custom (0.00 + 40.77 + 41.90) = 44.38 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -51 -6 0.66 67.95 -20.70 -6.47 0.00 0.00 -3.94 36.83* -51 -6 0.66 67.95 -20.70 -6.47 0.00 0.00 0.00 40.77 ---------------------------------------------------------------------- -6 51 0.66 67.95 -20.70 -5.35 0.00 0.00 0.00 41.90 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 44.38 dBA Total Leq All Segments: 44.38 dBA Barrier table for segment # 1: TRANSITWAY (day) ----------------------------------------------- Barrier ! Elev of ! RT/CUST ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 66.00 ! 44.38 ! 44.38 ! 1.00 ! 67.00 ! 42.83 ! 42.83 ! 2.00 ! 68.00 ! 42.38 ! 42.38 ! 3.00 ! 69.00 ! 42.15 ! 42.15 ! 4.00 ! 70.00 ! 42.06 ! 42.06 ! 5.00 ! 71.00 ! 42.02 ! 42.02 !


Results segment # 1: TRANSITWAY (night) --------------------------------------- Source height = 0.50 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 0.50 ! 4.50 ! 0.62 ! 66.62 RT/Custom (0.00 + 38.75 + 39.86) = 42.35 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------- -51 -6 0.58 64.94 -19.77 -6.42 0.00 0.00 -3.57 35.18* -51 -6 0.58 64.94 -19.77 -6.42 0.00 0.00 0.00 38.75 ---------------------------------------------------------------------- -6 51 0.58 64.94 -19.77 -5.31 0.00 0.00 0.00 39.86 ---------------------------------------------------------------------- * Bright Zone ! Segment Leq : 42.35 dBA Total Leq All Segments: 42.35 dBA TOTAL Leq FROM ALL SOURCES (DAY): 57.75 (NIGHT): 51.67


STAMSON 5.0 NORMAL REPORT Date: 05-01-2011 16:07:07 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: ftw025.te Time Period: Day/Night 16/8 hours Description: GME09-004 - HOLLY ACRES TRANSITWAY FTMTO25 Road data, segment # 1: Holly Acres (day/night) ----------------------------------------------- Car traffic volume : 14762/1284 veh/TimePeriod * Medium truck volume : 1174/102 veh/TimePeriod * Heavy truck volume : 839/73 veh/TimePeriod * Posted speed limit : 80 km/h Road 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): 18234 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 1: Holly Acres (day/night) --------------------------------------------- Angle1 Angle2 : -90.00 deg 80.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 75.00 / 75.00 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00


Road data, segment # 2: 417 West (day/night) -------------------------------------------- Car traffic volume : 101223/8802 veh/TimePeriod * Medium truck volume : 1387/121 veh/TimePeriod * Heavy truck volume : 4053/352 veh/TimePeriod * Posted speed limit : 100 km/h Road 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): 115938 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 3.80 Day (16 hrs) % of Total Volume : 92.00 Data for Segment # 2: 417 West (day/night) ------------------------------------------ Angle1 Angle2 : -70.00 deg 70.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 199.00 / 199.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -58.00 deg Angle2 : 40.00 deg Barrier height : 0.00 m Elevation : 3.50 m Barrier receiver distance : 150.00 / 150.00 m Source elevation : 70.00 m Receiver elevation : 66.50 m Barrier elevation : 70.00 m Reference angle : 0.00


Road data, segment # 4: 417 East2 (day/night) --------------------------------------------- Car traffic volume : 1600/800 veh/TimePeriod Medium truck volume : 320/160 veh/TimePeriod Heavy truck volume : 160/80 veh/TimePeriod Posted speed limit : 100 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete) Data for Segment # 4: 417 East2 (day/night) ------------------------------------------- Angle1 Angle2 : -70.00 deg -30.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 289.00 / 289.00 m Receiver height : 1.50 / 4.50 m Topography : 4 (Elevated; with barrier) Barrier angle1 : -50.00 deg Angle2 : -30.00 deg Barrier height : 0.00 m Elevation : 4.00 m Barrier receiver distance : 150.00 / 150.00 m Source elevation : 70.00 m Receiver elevation : 66.00 m Barrier elevation : 70.00 m Reference angle : 0.00


Results segment # 1: Holly Acres (day) -------------------------------------- Source height = 1.50 m ROAD (0.00 + 60.21 + 0.00) = 60.21 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.66 73.34 0.00 -11.60 -1.52 0.00 0.00 0.00 60.21 ---------------------------------------------------------------------------- Segment Leq : 60.21 dBA Results segment # 2: 417 West (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 0.56 ! 70.56 ROAD (50.60 + 61.38 + 55.19) = 62.60 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -58 0.56 81.86 0.00 -17.49 -13.77 0.00 0.00 0.00 50.60 ---------------------------------------------------------------------------- -58 40 0.56 81.86 0.00 -17.49 -2.99 0.00 0.00 -4.80 56.58* -58 40 0.56 81.86 0.00 -17.49 -2.99 0.00 0.00 0.00 61.38 ---------------------------------------------------------------------------- 40 70 0.56 81.86 0.00 -17.49 -9.18 0.00 0.00 0.00 55.19 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 62.60 dBA


Results segment # 3: 417 East (day) ----------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 1.50 ! 1.25 ! 71.25 ROAD (0.00 + 52.28 + 0.00) = 52.28 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 70 0.36 81.86 0.00 -17.51 -2.89 0.00 0.00 -9.18 52.28 ---------------------------------------------------------------------------- Segment Leq : 52.28 dBA Results segment # 4: 417 East2 (day) ------------------------------------ Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 1.50 ! -0.34 ! 69.66 ROAD (37.18 + 33.15 + 0.00) = 38.62 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -50 0.54 68.08 0.00 -19.72 -11.18 0.00 0.00 0.00 37.18 ---------------------------------------------------------------------------- -50 -30 0.54 68.08 0.00 -19.72 -10.18 0.00 0.00 -5.03 33.15 ---------------------------------------------------------------------------- Segment Leq : 38.62 dBA Total Leq All Segments: 64.84 dBA


Barrier table for segment # 2: 417 West (day) --------------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 70.00 ! 62.60 ! 62.60 ! 1.00 ! 71.00 ! 59.74 ! 59.74 ! 2.00 ! 72.00 ! 59.57 ! 59.57 ! 3.00 ! 73.00 ! 59.09 ! 59.09 ! 4.00 ! 74.00 ! 58.61 ! 58.61 ! 5.00 ! 75.00 ! 58.23 ! 58.23 ! Barrier table for segment # 4: 417 East2 (day) ---------------------------------------------- Barrier ! Elev of ! Road ! Tot Leq ! Height ! Barr Top! dBA ! dBA ! --------+---------+---------+---------+ 0.00 ! 70.00 ! 38.62 ! 38.62 ! 1.00 ! 71.00 ! 38.74 ! 38.74 ! 2.00 ! 72.00 ! 38.73 ! 38.73 ! 3.00 ! 73.00 ! 38.64 ! 38.64 ! 4.00 ! 74.00 ! 38.52 ! 38.52 ! 5.00 ! 75.00 ! 38.42 ! 38.42 !


Results segment # 1: Holly Acres (night) ---------------------------------------- Source height = 1.50 m ROAD (0.00 + 53.38 + 0.00) = 53.38 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -90 80 0.57 65.74 0.00 -10.97 -1.38 0.00 0.00 0.00 53.38 ---------------------------------------------------------------------------- Segment Leq : 53.38 dBA Results segment # 2: 417 West (night) ------------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.30 ! 71.30 ROAD (44.33 + 54.85 + 48.82) = 56.11 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -58 0.47 74.26 0.00 -16.48 -13.45 0.00 0.00 0.00 44.33 ---------------------------------------------------------------------------- -58 40 0.47 74.26 0.00 -16.48 -2.93 0.00 0.00 -3.84 51.01* -58 40 0.47 74.26 0.00 -16.48 -2.93 0.00 0.00 0.00 54.85 ---------------------------------------------------------------------------- 40 70 0.47 74.26 0.00 -16.48 -8.96 0.00 0.00 0.00 48.82 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 56.11 dBA


Results segment # 3: 417 East (night) ------------------------------------- Source height = 1.40 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.40 ! 4.50 ! 1.36 ! 71.36 ROAD (0.00 + 46.30 + 0.00) = 46.30 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -30 70 0.27 74.26 0.00 -16.36 -2.81 0.00 0.00 -8.80 46.30 ---------------------------------------------------------------------------- Segment Leq : 46.30 dBA Results segment # 4: 417 East2 (night) -------------------------------------- Source height = 1.67 m Barrier height for grazing incidence ------------------------------------ Source ! Receiver ! Barrier ! Elevation of Height (m) ! Height (m) ! Height (m) ! Barrier Top (m) ------------+-------------+-------------+-------------- 1.67 ! 4.50 ! 1.10 ! 71.10 ROAD (38.60 + 39.44 + 0.00) = 42.05 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ---------------------------------------------------------------------------- -70 -50 0.45 68.08 0.00 -18.57 -10.91 0.00 0.00 0.00 38.60 ---------------------------------------------------------------------------- -50 -30 0.45 68.08 0.00 -18.57 -10.07 0.00 0.00 -4.65 34.79* -50 -30 0.45 68.08 0.00 -18.57 -10.07 0.00 0.00 0.00 39.44 ---------------------------------------------------------------------------- * Bright Zone ! Segment Leq : 42.05 dBA Total Leq All Segments: 58.36 dBA

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions E 1

APPENDIX E

STATIONARY NOISE SOURCE MODELLING

PROPOSED MOODIE DRIVE TRANSIT STATION


STATIONARY NOISE SOURCE MODELLING

Noise levels produced by the Transit terminals were modelled based on measured sound pressure

levels at an existing OC-Transpo Transit Terminal in Ottawa, Ontario. These sound pressure

levels provide a basis to model the intensity of transit bus noise operating in a given station.

Measurements were conducted during peak operating hours, between 4:00 PM and 6:00 PM

under mainly clear weather conditions. Two (2) measurement points were selected around the

Fallowfield Station which identified two different types of transit activity: (i) passenger loading

which includes the decelerating, idling and accelerating of the transit bus as each stop; and (ii)

transit through traffic. Sound pressure levels were recorded at each location, and the

approximate sound power level was derived for the area. A total of eight (8) samples of data

were collected at each location, where the primary influence of noise was the intended transit

bus observed.

Details of each measurement procedure are found in the respective noise reports that follow, as

well as the weather information at the time of the measurements and the modelling input

parameters. Due to the high ambient noise in the area, transit station noise at each receptor was

found to have little to no impact on existing or future conditions.


GmE Job Number: GME09-004Name of Observer: Jeremy Charbonneau

PLACE: Fallowfield Station, Ottawa, OntarioDATE:TIME: 04:00PM - 05:30PM (Peak Traffic)

INSTRUMENTS: Bruel & Kjaer Hand-held Analyzer Tupe 2250Serial No. 2747791Last Laboratory Calibration: 22/12/10

CALIBRATORS: Bruel & Kjaer Sound Calibrator Type 4231Serial No. 2730441Last Laboratory Calibration: 13/12/10

WEIGHTING: "A" (FAST)PARAMETER: "Linear Equivalent Sound Level (LZeq)"

Location of Microphone:

Description of Area:

Weather Conditions: Mainly Clear (See airport weather station data on following pages)

Description of Measurement:

Instrument Readings:

Sound Pressure Level Readings (Taken at 3.7 metres from transit terminal lane), dBA

Frequency 16 31.5 63 125 250 500 1000 2000 4000 8000 Total (dBA)

Bus 1 13.10 48.21 59.24 70.74 61.64 63.84 64.26 61.29 58.42 53.61 74.08

Bus 2 12.38 40.78 50.46 61.53 59.03 66.32 67.12 65.81 63.30 61.20 79.6

Bus 3 14.09 50.23 55.76 63.36 59.37 64.63 65.35 63.29 61.13 58.82 73.39

Bus 4 16.86 45.38 55.09 65.79 61.35 64.97 67.70 64.97 62.02 58.53 80.61

Bus 5 9.90 48.25 55.22 59.93 56.36 62.08 63.64 60.56 53.64 44.93 75.77

Bus 6 12.35 45.63 62.27 70.96 59.46 62.52 64.87 61.36 61.90 57.33 77.72

Bus 7 14.83 41.14 45.51 52.25 55.53 65.28 64.01 61.23 63.78 63.07 82.46

Bus 8 14.55 40.45 54.64 64.87 61.11 66.79 68.02 65.74 65.33 59.56 74.7

AVG 13.93 46.36 56.99 66.52 59.69 64.83 65.93 63.52 62.21 59.12 72.47

Distance 3.7m

Directivity Index 3

Sound Power Level Approximation, dBA

Frequency 16 31.5 63 125 250 500 1000 2000 4000 8000 Total (dBA)Power Level 32.5 67.6 78.6 90.1 81 83.2 83.6 80.7 77.8 73 92.7

12-Apr-11

NOISE INVESTIGATION REPORT - Bus Idle Traffic

Figure 1 - Noise Measurement Locations

Noise measurements of a tranis bus stop were collected at Fallowfield Station in Ottawa, Ontario. Informationcollected will be used as a baseline for transit station modelling for a variety of Transitway projects. Calculatedvalues approximate the sound power level generated which include the decellerating, idling, andaccellerating of a potential bus in any given Ottawa transit station. The equivalent sound pressure level (Leq)was selected as the most appropriate parameter, in order to include the combined effects of each movementcharacteristic. During the measurements, it was observed that the amount of time required for a transit bus tocylce through a station lasted anywhere from 30 to 80 seconds.

Open area, in close proximity to Fallowfield Road. The Transit station is located in a low-density area withagricultural land to the north. A VIA-Rail track runs along the north boundary of the transit terminal and severalPark-And-Ride lots provide ample parking for the station.

Located adjacent to a bus terminals of west bound transit traffic into and out of the bus terminal located atFallowfield Station, (receptor #1 in Figure 1). Microphone Height set to 1.5 metres on a tripod.


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GmE Job Number: GME09-004Name of Observer: Jeremy Charbonneau

PLACE: Fallowfield Station, Ottawa, OntarioDATE:TIME: 04:00PM - 05:30PM (Peak Traffic)

INSTRUMENTS: Bruel & Kjaer Hand-held Analyzer Tupe 2250Serial No. 2747791Last Laboratory Calibration: 22/12/10

CALIBRATORS: Bruel & Kjaer Sound Calibrator Type 4231Serial No. 2730441Last Laboratory Calibration: 13/12/10

WEIGHTING: "A" (FAST)PARAMETER: "Linear Maximum Sound Level (LZFMax)"

Location of Microphone:

Description of Area:

Weather Conditions: Mainly Clear (See airport weather station data on following pages)

Description of Measurement:

Instrument Readings:

Sound Pressure Level Readings (Taken at 8.5 metres from Transitway), dBA

Frequency 16 31.5 63 125 250 500 1000 2000 4000 8000 Total (dBA)

Bus 1 21.07 37.14 52.33 52.96 61.06 71.59 68.95 61.29 52.90 51.76 74.08

Bus 2 15.89 34.44 49.55 63.73 64.22 77.04 73.59 70.16 62.95 56.06 79.6

Bus 3 12.73 33.21 66.57 67.61 58.88 66.26 66.97 60.95 54.39 45.57 73.39

Bus 4 19.32 39.13 58.02 70.21 73.25 75.97 73.92 69.91 65.48 67.28 80.61

Bus 5 17.22 37.73 58.48 58.07 58.78 63.40 65.73 65.70 71.31 70.97 75.77

Bus 6 15.63 35.17 47.01 58.64 63.10 74.33 72.17 67.82 64.10 66.11 77.72

Bus 7 22.85 37.09 62.19 80.72 66.56 73.56 73.49 67.40 60.22 55.99 82.46

Bus 8 14.46 34.24 51.07 54.77 64.36 68.88 67.20 61.85 65.86 69.01 74.7

AVG 18.61 36.44 59.99 72.38 66.52 73.23 71.31 66.94 65.28 65.87 78.42

Distance 8.5m

Directivity Index 3

Sound Power Level Approximation, dBA

Frequency 16 31.5 63 125 250 500 1000 2000 4000 8000 Total (dBA)Power Level 47.7 63.7 78.9 79.5 87.6 98.2 95.5 87.9 79.5 78.3 100.67

12-Apr-11

NOISE INVESTIGATION REPORT - Bus Through Traffic

Figure 1 - Noise Measurement Locations

Noise measurements were collected along a tranist way leading into/out of the Fallowfield Station in Ottawa,Ontario. Noise levels relating to the bus movement will be used as a baseline for transit station modelling wherebus traffic is expected to move through a station without stopping. With a sample of 8 different buses, calculated values approximate the sound power level generated by bus through traffic in a given Ottawa transit station. Forthe analysis, the maximum linear sound pressure level was measured and recorded as a worst case scenariofor each observed movement. Due to the short duration of each event (ie. <10 seconds), the maximum soundpressure level was found to be the most appropriate and conservative parameter available for the calculation.

Open area, in close proximity to Fallowfield Road. The Transit station is located in a low-density area withagricultural land to the north. A VIA-Rail track runs along the north boundary of the transit terminal and severalPark-And-Ride lots provide ample parking for the station.

Located adjacent to a transitway leading into/out of the bus terminal located at Fallowfield Station,(receptor #2 in Figure 1). Microphone Height set to 1.5 metres on a tripod.



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WEATHER DATA FOR NOISE MEASUREMENTS Station Name OTTAWA MACDONALD-CARTIER INT'L AProvince ONTARIOLatitude 45.32Longitude -75.67Elevation 114Climate Identifier 6106000WMO Identifier 71628TC Identifier YOWAll times are specified in Local Standard Time (LST). Add 1 hour to adjust for Daylight Saving Time where and when it is observed.

LegendM MissingE Estimated

NA Not Available** Partner data that is not subject to review by the National Climate Archives

Date/Time Year Month Day Time Temp (°C) Dew Point Temp (°C) Rel Hum (%) Wind Dir (10's deg) Wind Spd (km/h) Visibility (km) Stn Press (kPa) Hmdx Wind Chill Weather4/12/2011 0:00 2011 4 12 0:00 8.3 4.1 75 27 32 24.1 98.95 Mostly Cloudy4/12/2011 1:00 2011 4 12 1:00 6 0.2 66 34 33 24.1 99.16 Mostly Cloudy4/12/2011 2:00 2011 4 12 2:00 5.1 0 70 31 33 24.1 99.35 Mostly Cloudy4/12/2011 3:00 2011 4 12 3:004/12/2011 4:00 2011 4 12 4:00 3.3 -1.1 73 32 26 24.1 99.59 Clear4/12/2011 5:00 2011 4 12 5:00 2.5 -1.6 74 32 22 24.1 99.75 Clear4/12/2011 6:00 2011 4 12 6:00 2.6 -1.2 76 31 17 24.1 99.9 Mainly Clear4/12/2011 7:00 2011 4 12 7:00 3.6 -1 72 28 15 24.1 100.1 Mainly Clear4/12/2011 8:00 2011 4 12 8:00 4.1 -3.3 59 32 19 24.1 100.19 Mostly Cloudy4/12/2011 9:00 2011 4 12 9:00 5.2 -3.8 52 30 20 24.1 100.3 Mostly Cloudy

4/12/2011 10:00 2011 4 12 10:00 7 -7.6 34 34 19 24.1 100.37 Mostly Cloudy4/12/2011 11:00 2011 4 12 11:00 8.4 -7.5 32 33 19 24.1 100.44 Mostly Cloudy4/12/2011 12:00 2011 4 12 12:00 9.7 -7.6 29 34 15 24.1 100.48 Mostly Cloudy4/12/2011 13:00 2011 4 12 13:00 11.1 -7.8 26 34 15 24.1 100.49 Mostly Cloudy4/12/2011 14:00 2011 4 12 14:00 12.1 -9.3 21 5 13 24.1 100.49 Mostly Cloudy4/12/2011 15:00 2011 4 12 15:00 12.9 -7.8 23 35 19 24.1 100.46 Mostly Cloudy4/12/2011 16:00 2011 4 12 16:00 13.3 -7.8 22 6 11 24.1 100.46 Mainly Clear4/12/2011 17:00 2011 4 12 17:00 13.7 -9.2 19 4 11 24.1 100.56 Mainly Clear4/12/2011 18:00 2011 4 12 18:00 13 -8.8 21 5 9 24.1 100.58 Mostly Cloudy4/12/2011 19:00 2011 4 12 19:00 10.4 -8.7 25 6 11 24.1 100.6 Mostly Cloudy4/12/2011 20:00 2011 4 12 20:00 9.4 -8.2 28 5 9 25 100.73 Mainly Clear4/12/2011 21:00 2011 4 12 21:00 9.6 -8.5 27 5 11 25 100.74 Mostly Cloudy4/12/2011 22:00 2011 4 12 22:00 6.9 -7.4 35 8 11 25 100.74 Mostly Cloudy4/12/2011 23:00 2011 4 12 23:00 7.5 -7.8 33 5 13 25 100.71 Mostly Cloudy


SPM-9613 INPUT

TRANSIT STATION SPM LOCATION

Transit Station - Westbound Idle X1 Y1Top Left 722.13 520.93

Top Right 721.52 524.18Bottom Right 804.33 539.70

Bottom Left 804.96 536.29

Base Elevation 0.0 mSource Height 1.2 m

Westbound Through Traffic X1 Y1Line Source - Point 1 865.54 562.06Line Source - Point 2 740.05 538.75


Transit Station - Easttbound Idle X1 Y1Top Left 748.28 540.28

Top Right 747.65 543.72Bottom Right 831.21 559.24

Bottom Left 831.85 555.80


Eastbound Through Traffic X1 Y1Line Source - Point 1 721.52 524.18Line Source - Point 2 867.51 551.44


SOUND POWER LEVEL VALUES (dB)

Frequency 16 31.5 63 125 250 500 1000 2000 4000 8000Through Traffic 104.4 103.1 105.1 95.6 96.2 101.4 95.5 86.7 78.5 79.4

Bus Idle, Accellerating, Decellerating 89.2 107 104.8 106.2 89.6 86.4 83.6 79.5 76.8 74.1

RESULTS

RECEPTOR FTC Leq 16hr (dBA)Existing DAY Leq

(dBA)COMBINED

(dBA)

1 26 63 63 0.02 27 53 53 0.03 26 63 63 0.04 27 55 55 0.05 27 57 57 0.06 28 52 52 0.07 28 57 57 0.08 28 54 54 0.09 30 53 53 0.010 30 58 58 0.011 31 55 55 0.012 32 58 58 0.013 33 58 58 0.014 35 62 62 0.015 36 60 60 0.016 35 54 54 0.117 36 48 48 0.318 39 61 61 0.019 40 56 56 0.120 42 59 59 0.121 40 50 50 0.422 42 51 51 0.523 44 58 58 0.224 41 53 53 0.325 26 62 62 0.0

RECEPTOR FTC Leq 16hr (dBA)FTC TERMINAL NOISE

LEQ 1hr (dBA)COMBINED

(dBA)

1 66 26 66 0.02 55 27 55 0.03 66 26 66 0.04 59 27 59 0.05 59 27 59 0.06 54 28 54 0.07 59 28 59 0.08 56 28 56 0.09 55 30 55 0.010 60 30 60 0.011 57 31 57 0.012 60 32 60 0.013 60 33 60 0.014 64 35 64 0.015 62 36 62 0.016 55 35 55 0.017 49 36 49 0.218 62 39 62 0.019 57 40 57 0.120 61 42 61 0.121 52 40 52 0.222 53 42 53 0.323 60 44 60 0.124 55 41 55 0.225 65 26 65 0.0

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions F 1

APPENDIX F

INDEPENDENT TRAFFIC STUDY

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions G 1

APPENDIX G

AIR QUALITY MODELLING

EXISTING CONDITIONS

INPUT AND OUTPUT DATA FOR CAL3QHC


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: Existing CO RUN: CO - EXISTING DATE : 6/15/ 9 TIME : 9:10: 1 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.9 185.9 1060.2 665.3 * 485. 351. AG 412. 6.4 .0 20.0 2. Link_2 * 1060.2 665.3 1015.4 948.4 * 287. 351. AG 650. 6.4 .0 20.0 3. Link_3 * 1015.4 948.4 921.0 1249.3 * 315. 343. AG 404. 6.4 .0 20.0 4. Link_4 * 921.0 1249.3 828.5 1456.7 * 227. 336. AG 446. 6.4 .0 20.0 5. Link_5 * 828.5 1456.7 678.1 1802.5 * 377. 336. AG 613. 6.4 .0 20.0 6. Link_6 * 678.1 1802.5 646.3 2118.3 * 317. 354. AG 537. 6.4 .0 20.0 7. Link_7 * 638.8 2117.4 668.7 1800.6 * 318. 175. AG 904. 6.4 .0 20.0 8. Link_8 * 668.7 1800.6 815.4 1451.1 * 379. 157. AG 1609. 6.4 .0 20.0 9. Link_9 * 815.4 1451.1 904.2 1248.4 * 221. 156. AG 1968. 6.4 .0 20.0 10. Link_10 * 904.2 1248.4 1005.1 946.5 * 318. 162. AG 2105. 6.4 .0 20.0 11. Link_11 * 1005.1 946.5 1051.8 662.5 * 288. 171. AG 2293. 6.4 .0 20.0 12. Link_12 * 1051.8 662.5 1126.6 188.7 * 480. 171. AG 2937. 6.4 .0 20.0 13. Link_13 * 1037.8 397.1 1417.2 614.8 * 437. 60. AG 5100. 6.4 .0 20.0 14. Link_14 * 1417.2 614.8 2279.6 867.1 * 899. 74. AG 5100. 6.4 .0 20.0 15. Link_15 * 2279.6 867.1 2715.1 914.8 * 438. 84. AG 5100. 6.4 .0 20.0 16. Link_16 * 2715.1 914.8 3098.2 967.1 * 387. 82. AG 5100. 6.4 .0 20.0 17. Link_17 * 3098.2 967.1 3548.6 1183.9 * 500. 64. AG 5100. 6.4 .0 20.0 18. Link_18 * 3532.7 1212.8 3054.3 1061.5 * 502. 252. AG 5100. 6.4 .0 20.0 19. Link_19 * 3054.3 1061.5 2514.2 988.6 * 545. 262. AG 5100. 6.4 .0 20.0 20. Link_20 * 2514.2 988.6 2204.0 913.8 * 319. 256. AG 5100. 6.4 .0 20.0 21. Link_21 * 2204.0 913.8 1711.5 765.3 * 514. 253. AG 5100. 6.4 .0 20.0 22. Link_22 * 1711.5 765.3 1402.2 655.9 * 328. 251. AG 5100. 6.4 .0 20.0 23. Link_23 * 1402.2 655.9 1020.1 439.1 * 439. 240. AG 5100. 6.4 .0 20.0 24. Link_24 * 2273.1 866.2 2618.9 888.6 * 346. 86. AG 988. 6.4 .0 20.0 25. Link_25 * 2618.9 888.6 2981.4 754.0 * 387. 110. AG 988. 6.4 .0 20.0 26. Link_26 * 2981.4 754.0 3188.8 459.7 * 360. 145. AG 988. 6.4 .0 20.0 27. Link_27 * 3220.6 483.1 3072.0 775.5 * 328. 333. AG 988. 6.4 .0 20.0 28. Link_28 * 3072.0 775.5 2845.9 946.5 * 284. 307. AG 988. 6.4 .0 20.0 29. Link_29 * 2845.9 946.5 2559.0 969.9 * 288. 275. AG 988. 6.4 .0 20.0 30. Link_30 * 2559.0 969.9 2208.6 915.7 * 355. 261. AG 988. 6.4 .0 20.0 31. Link_31 * 3531.8 1213.8 3244.9 1072.7 * 320. 244. AG 988. 6.4 .0 20.0 32. Link_32 * 3244.9 1072.7 3109.4 857.8 * 254. 212. AG 988. 6.4 .0 20.0 33. Link_33 * 3109.4 857.8 3107.6 659.7 * 198. 181. AG 988. 6.4 .0 20.0 34. Link_34 * 3107.6 659.7 3184.2 467.2 * 207. 158. AG 988. 6.4 .0 20.0 35. Link_35 * 3249.6 491.5 3181.4 716.7 * 235. 343. AG 988. 6.4 .0 20.0 36. Link_36 * 3181.4 716.7 3242.1 955.0 * 246. 14. AG 988. 6.4 .0 20.0


37. Link_37 * 3242.1 955.0 3542.1 1182.9 * 377. 53. AG 988. 6.4 .0 20.0 38. Link_38 * 3426.2 1058.7 3162.7 1171.7 * 287. 293. AG 474. 6.4 .0 14.0 39. Link_39 * 3162.7 1171.7 3101.0 1229.7 * 85. 313. AG 209. 6.4 .0 14.0 40. Link_40 * 3101.0 1229.7 2900.1 1689.4 * 502. 336. AG 145. 6.4 .0 14.0 41. Link_41 * 2892.6 1685.7 3087.9 1227.8 * 498. 157. AG 264. 6.4 .0 14.0 42. Link_42 * 3087.9 1227.8 3157.1 1160.5 * 96. 134. AG 619. 6.4 .0 14.0 43. Link_43 * 3157.1 1160.5 3418.7 1048.4 * 285. 113. AG 627. 6.4 .0 14.0 44. Link_44 * 2895.4 1696.9 2661.8 1622.1 * 245. 252. AG 1330. 6.4 .0 16.0 45. Link_45 * 2661.8 1622.1 1900.4 1931.4 * 822. 292. AG 1207. 6.4 .0 16.0 46. Link_46 * 1900.4 1931.4 1150.9 1995.9 * 752. 275. AG 1084. 6.4 .0 16.0 47. Link_47 * 1150.9 1995.9 639.8 2137.9 * 530. 286. AG 1172. 6.4 .0 16.0 48. Link_48 * 636.9 2129.5 1153.7 1990.3 * 535. 105. AG 1084. 6.4 .0 16.0 49. Link_49 * 1153.7 1990.3 1901.3 1923.1 * 751. 95. AG 1314. 6.4 .0 16.0 50. Link_50 * 1901.3 1923.1 2660.9 1613.7 * 820. 112. AG 1314. 6.4 .0 16.0 51. Link_51 * 2660.9 1613.7 2889.8 1685.7 * 240. 73. AG 1212. 6.4 .0 16.0 52. Link_52 * 2660.0 1611.8 2661.8 1559.5 * 52. 178. AG 139. 6.4 .0 12.0 53. Link_53 * 2661.8 1559.5 1252.7 711.1 * 1645. 239. AG 139. 6.4 .0 12.0 54. Link_54 * 1252.7 711.1 1021.9 952.2 * 334. 316. AG 123. 6.4 .0 12.0 55. Link_55 * 1017.3 944.7 1249.0 703.6 * 334. 136. AG 131. 6.4 .0 12.0 56. Link_56 * 1249.0 703.6 2669.3 1557.7 * 1657. 59. AG 131. 6.4 .0 12.0 57. Link_57 * 2669.3 1557.7 2665.6 1617.5 * 60. 356. AG 74. 6.4 .0 12.0 58. Link_58 * 3477.1 1235.9 3157.9 1169.7 * 326. 258. AG 126. 6.4 .0 14.0 59. Link_59 * 3157.9 1169.7 3011.6 1076.3 * 174. 237. AG 126. 6.4 .0 14.0 60. Link_60 * 3011.6 1076.3 2517.1 989.7 * 502. 260. AG 126. 6.4 .0 14.0 61. Link_61 * 2897.9 1697.8 2952.0 1730.4 * 63. 59. AG 891. 100.0 .0 20.0 .91 10.5 62. Link_62 * 2899.9 1688.4 2902.1 1683.5 * 5. 155. AG 891. 100.0 .0 20.0 .10 .9 63. Link_63 * 2889.0 1686.1 2840.2 1670.0 * 51. 252. AG 891. 100.0 .0 20.0 .85 8.6 64. Link_64 * 2663.1 1623.8 2728.6 1644.4 * 69. 72. AG 891. 100.0 .0 20.0 .94 11.4 65. Link_65 * 2665.9 1615.6 2666.2 1610.1 * 6. 177. AG 445. 100.0 .0 20.0 .10 .9 66. Link_66 * 2659.3 1615.2 2598.5 1640.0 * 66. 292. AG 891. 100.0 .0 20.0 .92 10.9 67. Link_67 * 1902.8 1930.2 1949.8 1911.3 * 51. 112. AG 891. 100.0 .0 20.0 .85 8.4 68. Link_68 * 1898.5 1919.3 1897.2 1915.8 * 4. 200. AG 445. 100.0 .0 15.0 .07 .6 69. Link_69 * 1897.7 1924.4 1832.3 1928.9 * 66. 274. AG 891. 100.0 .0 20.0 .92 10.9 70. Link_70 * 642.5 2142.8 643.0 2144.4 * 2. 17. AG 445. 100.0 .0 15.0 .03 .3 71. Link_71 * 641.3 2138.5 686.9 2125.5 * 47. 106. AG 891. 100.0 .0 20.0 .82 7.9 72. Link_72 * 645.6 2116.7 647.7 2096.7 * 20. 174. AG 891. 100.0 .0 20.0 .38 3.3 73. Link_73 * 626.1 2141.6 552.4 2145.0 * 74. 273. AG 891. 100.0 .0 20.0 .95 12.3 74. Link_74 * 669.0 1803.7 665.6 1837.4 * 34. 354. AG 891. 100.0 .0 20.0 .64 5.7 75. Link_75 * 679.1 1800.2 686.6 1782.5 * 19. 157. AG 891. 100.0 .0 20.0 .36 3.2 76. Link_76 * 666.6 1799.0 654.6 1793.8 * 13. 247. AG 891. 100.0 .0 15.0 .25 2.2 77. Link_77 * 813.0 1456.8 660.0 1809.1 * 384. 337. AG 891. 100.0 .0 20.0 1.13 64.0 78. Link_78 * 829.4 1454.8 836.1 1439.5 * 17. 156. AG 891. 100.0 .0 20.0 .31 2.8 79. Link_79 * 809.9 1448.2 797.2 1442.1 * 14. 244. AG 891. 100.0 .0 15.0 .26 2.3 80. Link_80 * 1003.4 949.1 652.9 2055.4 * 1161. 342. AG 891. 100.0 .0 20.0 1.48 193.4 81. Link_81 * 1016.2 945.6 1025.4 944.5 * 9. 97. AG 445. 100.0 .0 15.0 .17 1.5 82. Link_82 * 1015.8 944.0 1019.2 922.7 * 22. 171. AG 891. 100.0 .0 20.0 .41 3.6 83. Link_83 * 1002.6 946.0 994.5 942.8 * 9. 249. AG 445. 100.0 .0 20.0 .16 1.5 84. Link_84 * 1040.4 734.5 1257.7 -656.5 * 1408. 171. AG 891. 100.0 .0 20.0 1.59 234.7 85. Link_85 * 1061.4 666.0 1136.1 674.4 * 75. 84. AG 891. 100.0 .0 20.0 .96 12.5 86. Link_86 * 1059.8 664.1 1062.3 648.8 * 15. 171. AG 891. 100.0 .0 20.0 .29 2.6 87. Link_87 * 3154.1 1163.2 3137.7 1179.5 * 23. 315. AG 891. 100.0 .0 20.0 .43 3.9 88. Link_88 * 3160.3 1170.6 3163.0 1171.2 * 3. 76. AG 445. 100.0 .0 20.0 .05 .4 89. Link_89 * 3164.6 1169.8 3176.0 1165.0 * 12. 113. AG 891. 100.0 .0 20.0 .23 2.1


JOB: Existing CO RUN: CO - EXISTING DATE : 6/15/ 9 TIME : 9:10: 1 61. Link_61 * 90 45 3.0 1300 1600 332.00 1 3 62. Link_62 * 90 45 3.0 145 1600 332.00 1 3 63. Link_63 * 90 45 3.0 1212 1600 332.00 1 3 64. Link_64 * 90 45 3.0 1330 1600 332.00 1 3 65. Link_65 * 90 45 3.0 74 1600 332.00 1 3 66. Link_66 * 90 45 3.0 1314 1600 332.00 1 3 67. Link_67 * 90 45 3.0 1207 1600 332.00 1 3 68. Link_68 * 90 45 3.0 50 1600 332.00 1 3 69. Link_69 * 90 45 3.0 1314 1600 332.00 1 3 70. Link_70 * 90 45 3.0 23 1600 332.00 1 3 71. Link_71 * 90 45 3.0 1172 1600 332.00 1 3 72. Link_72 * 90 45 3.0 537 1600 332.00 1 3 73. Link_73 * 90 45 3.0 1354 1600 332.00 1 3 74. Link_74 * 90 45 3.0 904 1600 332.00 1 3 75. Link_75 * 90 45 3.0 513 1600 332.00 1 3 76. Link_76 * 90 45 3.0 351 1600 332.00 1 3 77. Link_77 * 90 45 3.0 1609 1600 332.00 1 3 78. Link_78 * 90 45 3.0 446 1600 332.00 1 3 79. Link_79 * 90 45 3.0 377 1600 332.00 1 3 80. Link_80 * 90 45 3.0 2105 1600 332.00 1 3 81. Link_81 * 90 45 3.0 123 1600 332.00 1 3 82. Link_82 * 90 45 3.0 576 1600 332.00 1 3 83. Link_83 * 90 45 3.0 116 1600 332.00 1 3 84. Link_84 * 90 45 3.0 2263 1600 332.00 1 3 85. Link_85 * 90 45 3.0 1360 1600 332.00 1 3 86. Link_86 * 90 45 3.0 412 1600 332.00 1 3 87. Link_87 * 90 45 3.0 619 1600 332.00 1 3 88. Link_88 * 90 45 3.0 36 1600 332.00 1 3 89. Link_89 * 90 45 3.0 330 1600 332.00 1 3


RECEPTOR LOCATIONS ------------------ * COORDINATES (M) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. Rcpt_1 * 2947.0 1470.0 1.8 * 2. Rcpt_2 * 2867.0 1415.0 1.8 * 3. Rcpt_3 * 2964.0 1417.0 1.8 * 4. Rcpt_4 * 2904.0 1387.0 1.8 * 5. Rcpt_5 * 2890.0 1291.0 1.8 * 6. Rcpt_6 * 2767.0 1294.0 1.8 * 7. Rcpt_7 * 2838.0 1172.0 1.8 * 8. Rcpt_8 * 2711.0 1234.0 1.8 * 9. Rcpt_9 * 2530.0 1257.0 1.8 * 10. Rcpt_10 * 2608.0 1142.0 1.8 * 11. Rcpt_11 * 2440.0 1204.0 1.8 * 12. Rcpt_12 * 2425.0 1117.0 1.8 * 13. Rcpt_13 * 2268.0 1170.0 1.8 * 14. Rcpt_14 * 2171.0 1074.0 1.8 * 15. Rcpt_15 * 2038.0 1085.0 1.8 * 16. Rcpt_16 * 2038.0 1242.0 1.8 * 17. Rcpt_17 * 1900.0 1256.0 1.8 * 18. Rcpt_18 * 1892.0 1042.0 1.8 * 19. Rcpt_19 * 1799.0 1085.0 1.8 * 20. Rcpt_20 * 1692.0 1021.0 1.8 * 21. Rcpt_21 * 1724.0 1136.0 1.8 * 22. Rcpt_22 * 1606.0 1103.0 1.8 * 23. Rcpt_23 * 1544.0 1017.0 1.8 * 24. Rcpt_24 * 1483.0 1142.0 1.8 *


JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 269. 297. 186. 271. 199. 164. 145. 214. 96. 166. 53. 47. 47. 46. 74. 67. 111. 101. 70. 42. 10. * 124. 287. 78. 170. 135. 181. 130. 167. 192. 193. 83. 81. 47. 41. 49. 38. 74. 78. 79. 72. 20. * 53. 150. 41. 59. 45. 188. 55. 168. 261. 164. 170. 157. 57. 46. 46. 35. 40. 55. 44. 59. 30. * 40. 43. 36. 22. 17. 90. 15. 106. 237. 120. 229. 188. 112. 82. 54. 35. 34. 55. 29. 32. 40. * 37. 18. 35. 18. 14. 22. 10. 29. 172. 45. 191. 131. 193. 151. 101. 47. 35. 80. 35. 31. 50. * 36. 16. 33. 18. 14. 10. 10. 9. 74. 10. 89. 46. 165. 130. 152. 116. 60. 134. 83. 72. 60. * 37. 16. 34. 18. 14. 10. 11. 8. 15. 7. 19. 10. 56. 41. 87. 180. 134. 105. 128. 113. 70. * 37. 16. 34. 18. 14. 10. 35. 10. 7. 25. 9. 22. 13. 24. 26. 106. 123. 39. 82. 82. 80. * 37. 16. 33. 18. 21. 18. 168. 44. 27. 137. 50. 129. 60. 141. 108. 58. 57. 138. 117. 165. 90. * 38. 20. 36. 26. 83. 89. 392. 186. 132. 324. 186. 319. 206. 365. 310. 143. 121. 369. 300. 383. 100. * 49. 63. 65. 81. 254. 254. 457. 329. 257. 399. 288. 426. 319. 504. 447. 257. 234. 484. 420. 452. 110. * 111. 173. 158. 203. 409. 336. 406. 324. 281. 424. 328. 482. 378. 531. 464. 318. 295. 433. 389. 368. 120. * 212. 282. 262. 315. 405. 292. 394. 305. 293. 452. 361. 512. 399. 485. 408. 328. 293. 342. 312. 302. 130. * 289. 322. 338. 359. 312. 271. 404. 326. 325. 486. 379. 495. 371. 430. 340. 294. 243. 293. 267. 278. 140. * 336. 271. 377. 301. 281. 289. 426. 352. 330. 468. 351. 444. 329. 399. 306. 257. 209. 280. 255. 274. 150. * 322. 244. 337. 259. 306. 315. 453. 361. 300. 429. 322. 414. 311. 384. 284. 234. 193. 276. 251. 271. 160. * 272. 256. 284. 269. 325. 303. 438. 330. 285. 411. 311. 405. 306. 361. 277. 220. 188. 276. 253. 271. 170. * 243. 242. 263. 260. 307. 280. 413. 313. 281. 408. 307. 400. 305. 341. 277. 215. 188. 276. 253. 273. 180. * 215. 224. 236. 239. 289. 273. 399. 311. 279. 407. 306. 398. 294. 333. 277. 208. 185. 276. 255. 273. 190. * 202. 217. 220. 229. 282. 267. 403. 309. 278. 409. 310. 405. 285. 334. 286. 227. 216. 297. 296. 340. 200. * 208. 224. 227. 236. 288. 277. 407. 320. 286. 424. 318. 422. 295. 360. 333. 287. 301. 381. 401. 464. 210. * 225. 244. 240. 252. 298. 305. 423. 351. 336. 455. 366. 470. 365. 446. 425. 374. 382. 463. 480. 539. 220. * 290. 313. 303. 318. 362. 378. 484. 424. 398. 541. 431. 541. 430. 511. 483. 426. 406. 523. 523. 570. 230. * 350. 377. 374. 391. 448. 444. 581. 503. 446. 625. 476. 599. 473. 571. 524. 382. 301. 538. 448. 464. 240. * 323. 349. 372. 385. 495. 450. 692. 521. 403. 677. 437. 605. 402. 519. 404. 221. 161. 382. 267. 293. 250. * 166. 181. 203. 211. 319. 258. 578. 320. 209. 467. 229. 369. 202. 276. 206. 121. 125. 208. 138. 152. 260. * 112. 112. 111. 112. 130. 119. 233. 131. 118. 175. 121. 146. 126. 132. 135. 135. 156. 147. 134. 129. 270. * 151. 144. 139. 138. 128. 134. 123. 129. 143. 123. 141. 128. 150. 142. 164. 170. 188. 184. 182. 187. 280. * 227. 163. 171. 160. 158. 167. 159. 170. 187. 172. 190. 180. 202. 190. 209. 227. 248. 223. 216. 222. 290. * 404. 173. 250. 163. 129. 132. 136. 141. 160. 168. 183. 198. 219. 239. 262. 243. 277. 282. 284. 279. 300. * 467. 272. 370. 247. 124. 108. 91. 93. 92. 93. 102. 119. 137. 188. 231. 158. 198. 306. 312. 359. 310. * 288. 391. 319. 343. 167. 114. 94. 99. 91. 75. 68. 59. 63. 84. 114. 68. 88. 187. 192. 299. 320. * 171. 378. 185. 308. 238. 116. 99. 87. 104. 87. 96. 74. 60. 43. 52. 37. 40. 78. 67. 126. 330. * 236. 239. 188. 184. 239. 193. 155. 85. 74. 65. 88. 86. 95. 56. 45. 42. 33. 50. 30. 38. 340. * 354. 140. 282. 153. 160. 280. 193. 154. 60. 55. 59. 58. 91. 89. 69. 83. 39. 50. 27. 26. 350. * 373. 189. 294. 239. 161. 245. 153. 235. 60. 87. 50. 45. 57. 74. 98. 108. 79. 74. 36. 26. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 467. 391. 377. 391. 495. 450. 692. 521. 446. 677. 476. 605. 473. 571. 524. 426. 406. 538. 523. 570. DEGR. * 300 310 140 230 240 240 240 240 230 240 230 240 230 230 230 220 220 230 220 220


JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 51. 30. 26. 27. 10. * 86. 57. 44. 33. 20. * 68. 80. 69. 63. 30. * 36. 51. 50. 77. 40. * 30. 30. 29. 45. 50. * 53. 43. 46. 33. 60. * 108. 90. 89. 66. 70. * 86. 81. 73. 86. 80. * 75. 84. 137. 72. 90. * 213. 237. 336. 187. 100. * 340. 346. 389. 297. 110. * 333. 305. 309. 268. 120. * 265. 242. 261. 210. 130. * 227. 217. 247. 186. 140. * 212. 210. 239. 185. 150. * 206. 204. 235. 178. 160. * 210. 208. 237. 181. 170. * 210. 208. 238. 185. 180. * 211. 222. 270. 243. 190. * 277. 330. 397. 391. 200. * 398. 457. 524. 498. 210. * 462. 497. 561. 488. 220. * 454. 448. 506. 365. 230. * 333. 307. 376. 192. 240. * 180. 164. 230. 139. 250. * 125. 131. 121. 202. 260. * 166. 189. 157. 249. 270. * 201. 223. 222. 254. 280. * 234. 245. 258. 278. 290. * 312. 318. 295. 353. 300. * 335. 395. 394. 456. 310. * 208. 321. 426. 413. 320. * 74. 136. 243. 209. 330. * 32. 42. 70. 62. 340. * 28. 27. 27. 28. 350. * 29. 26. 24. 27. ------*------------------------ MAX * 462. 497. 561. 498. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 692. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing CO RUN: CO - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 150. 165. 103. 150. 110. 90. 79. 117. 52. 90. 29. 25. 25. 25. 40. 36. 60. 54. 37. 22. 10. * 69. 160. 43. 94. 74. 99. 71. 92. 105. 105. 45. 44. 25. 22. 26. 21. 40. 42. 42. 38. 20. * 30. 83. 23. 33. 25. 103. 30. 92. 143. 89. 93. 85. 31. 24. 25. 19. 21. 30. 24. 31. 30. * 22. 24. 20. 12. 9. 50. 8. 58. 130. 65. 125. 102. 61. 44. 29. 19. 18. 30. 15. 17. 40. * 21. 10. 19. 10. 8. 12. 6. 16. 94. 24. 104. 71. 104. 81. 54. 25. 19. 43. 18. 17. 50. * 20. 9. 18. 10. 8. 5. 5. 5. 40. 5. 48. 25. 90. 70. 81. 62. 32. 72. 44. 38. 60. * 21. 9. 19. 10. 8. 5. 6. 4. 8. 4. 10. 5. 30. 22. 47. 97. 72. 56. 68. 60. 70. * 21. 9. 19. 10. 8. 5. 19. 5. 4. 13. 4. 12. 7. 13. 14. 57. 66. 21. 43. 44. 80. * 21. 9. 19. 10. 11. 9. 92. 24. 15. 74. 27. 70. 32. 75. 57. 31. 30. 74. 63. 88. 90. * 21. 11. 20. 14. 45. 48. 215. 101. 71. 176. 100. 173. 111. 197. 167. 77. 64. 199. 160. 206. 100. * 27. 34. 36. 44. 139. 138. 251. 179. 139. 218. 156. 233. 173. 275. 243. 138. 125. 263. 227. 245. 110. * 61. 94. 87. 111. 225. 183. 225. 177. 152. 234. 179. 266. 206. 293. 254. 172. 159. 237. 212. 201. 120. * 116. 154. 143. 173. 223. 160. 219. 168. 160. 251. 198. 284. 219. 269. 226. 178. 159. 189. 171. 167. 130. * 158. 176. 186. 197. 173. 149. 226. 180. 178. 271. 209. 276. 205. 240. 189. 161. 133. 163. 147. 154. 140. * 184. 149. 208. 166. 155. 159. 238. 195. 181. 262. 195. 249. 183. 224. 171. 141. 115. 157. 141. 152. 150. * 176. 133. 185. 143. 169. 174. 254. 200. 166. 241. 179. 233. 173. 216. 159. 129. 106. 155. 140. 151. 160. * 149. 140. 156. 148. 180. 167. 246. 183. 158. 232. 174. 229. 171. 203. 155. 122. 103. 154. 140. 151. 170. * 133. 133. 144. 143. 170. 155. 232. 175. 156. 231. 171. 226. 170. 192. 155. 118. 103. 155. 141. 152. 180. * 118. 123. 130. 132. 160. 151. 225. 173. 155. 230. 171. 225. 164. 187. 155. 114. 101. 154. 142. 152. 190. * 110. 119. 121. 126. 156. 148. 227. 172. 154. 230. 173. 228. 158. 188. 159. 125. 118. 165. 163. 187. 200. * 114. 123. 124. 130. 159. 153. 229. 178. 158. 238. 177. 237. 163. 201. 184. 156. 163. 209. 218. 253. 210. * 123. 133. 131. 138. 165. 168. 237. 194. 184. 255. 201. 262. 200. 246. 233. 202. 205. 253. 260. 293. 220. * 156. 168. 164. 172. 198. 206. 269. 232. 216. 300. 235. 298. 233. 280. 263. 229. 218. 284. 283. 309. 230. * 187. 202. 200. 210. 242. 240. 319. 272. 240. 343. 257. 327. 255. 310. 283. 205. 161. 292. 242. 251. 240. * 172. 185. 197. 205. 265. 241. 376. 280. 215. 367. 234. 327. 216. 280. 217. 118. 86. 206. 144. 158. 250. * 88. 95. 107. 111. 170. 137. 311. 170. 111. 251. 122. 198. 108. 148. 110. 64. 67. 112. 74. 82. 260. * 59. 59. 58. 59. 69. 63. 124. 70. 62. 93. 64. 78. 67. 71. 72. 72. 84. 79. 72. 70. 270. * 79. 76. 73. 73. 67. 70. 65. 68. 75. 65. 74. 68. 80. 76. 88. 91. 101. 99. 98. 101. 280. * 121. 85. 90. 84. 83. 88. 83. 89. 98. 90. 100. 95. 107. 101. 111. 121. 133. 120. 116. 120. 290. * 219. 92. 133. 86. 68. 69. 71. 74. 85. 88. 97. 104. 116. 127. 140. 129. 148. 151. 152. 150. 300. * 256. 147. 201. 134. 66. 58. 48. 49. 49. 49. 53. 63. 73. 99. 122. 84. 106. 163. 167. 192. 310. * 158. 215. 175. 188. 90. 61. 50. 53. 49. 40. 36. 31. 34. 45. 61. 36. 47. 100. 102. 160. 320. * 95. 209. 102. 170. 130. 63. 53. 47. 56. 46. 51. 40. 32. 23. 28. 20. 21. 42. 36. 67. 330. * 132. 133. 104. 102. 131. 106. 84. 46. 40. 35. 47. 46. 51. 30. 24. 23. 18. 27. 16. 20. 340. * 198. 77. 157. 85. 88. 154. 105. 84. 32. 29. 32. 31. 49. 47. 37. 45. 21. 27. 14. 14. 350. * 209. 105. 163. 132. 89. 135. 83. 129. 33. 47. 27. 24. 31. 40. 53. 58. 43. 40. 19. 14. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 256. 215. 208. 210. 265. 241. 376. 280. 240. 367. 257. 327. 255. 310. 283. 229. 218. 292. 283. 309. DEGR. * 300 310 140 230 240 240 240 240 230 240 230 230 230 230 230 220 220 230 220 220


JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 27. 16. 14. 14. 10. * 46. 30. 23. 18. 20. * 37. 43. 37. 34. 30. * 19. 28. 27. 41. 40. * 16. 16. 15. 24. 50. * 28. 23. 24. 17. 60. * 57. 48. 47. 35. 70. * 46. 43. 38. 46. 80. * 40. 45. 73. 38. 90. * 114. 126. 180. 99. 100. * 182. 185. 210. 159. 110. * 180. 165. 168. 144. 120. * 145. 132. 144. 114. 130. * 125. 119. 136. 101. 140. * 117. 115. 132. 101. 150. * 114. 112. 130. 97. 160. * 116. 114. 132. 99. 170. * 116. 114. 132. 102. 180. * 116. 122. 149. 132. 190. * 151. 179. 216. 211. 200. * 215. 247. 284. 269. 210. * 250. 269. 304. 264. 220. * 244. 242. 275. 198. 230. * 179. 166. 204. 105. 240. * 97. 89. 125. 76. 250. * 67. 71. 66. 111. 260. * 90. 102. 86. 136. 270. * 109. 121. 121. 138. 280. * 126. 132. 140. 151. 290. * 167. 171. 160. 191. 300. * 179. 212. 212. 245. 310. * 111. 172. 228. 222. 320. * 39. 72. 130. 112. 330. * 17. 22. 37. 33. 340. * 15. 14. 14. 15. 350. * 16. 14. 13. 14. ------*------------------------ MAX * 250. 269. 304. 268. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 376. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing CO RUN: CO - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 80. 88. 55. 80. 58. 47. 42. 62. 27. 47. 15. 13. 13. 13. 21. 19. 32. 28. 20. 12. 10. * 37. 85. 23. 50. 39. 52. 37. 48. 56. 55. 24. 23. 13. 11. 14. 11. 21. 22. 22. 20. 20. * 16. 45. 12. 17. 13. 55. 16. 48. 75. 47. 49. 45. 16. 13. 13. 10. 11. 16. 12. 16. 30. * 12. 13. 11. 6. 5. 26. 4. 30. 68. 34. 66. 53. 32. 23. 15. 10. 9. 16. 8. 9. 40. * 11. 5. 10. 5. 4. 6. 3. 8. 49. 13. 55. 37. 55. 42. 28. 13. 10. 22. 10. 9. 50. * 11. 5. 10. 5. 4. 3. 3. 2. 21. 3. 25. 13. 47. 36. 42. 32. 17. 37. 23. 20. 60. * 11. 5. 10. 5. 4. 3. 3. 2. 4. 2. 5. 2. 16. 11. 24. 51. 38. 29. 35. 31. 70. * 11. 5. 10. 5. 4. 3. 10. 3. 2. 7. 2. 6. 4. 6. 7. 30. 34. 11. 23. 22. 80. * 11. 5. 10. 5. 6. 5. 48. 13. 8. 39. 14. 37. 17. 39. 30. 16. 15. 39. 33. 46. 90. * 11. 6. 11. 8. 24. 25. 114. 53. 37. 93. 53. 91. 58. 103. 87. 40. 34. 104. 84. 107. 100. * 15. 18. 19. 23. 73. 73. 133. 94. 73. 115. 82. 123. 90. 145. 127. 72. 65. 138. 119. 129. 110. * 32. 49. 46. 58. 119. 97. 120. 93. 80. 124. 94. 141. 109. 155. 134. 90. 83. 125. 111. 106. 120. * 61. 81. 76. 91. 118. 84. 117. 89. 85. 134. 105. 151. 116. 143. 119. 94. 84. 100. 91. 88. 130. * 84. 93. 98. 104. 92. 79. 121. 96. 94. 144. 111. 147. 109. 128. 101. 85. 70. 87. 78. 82. 140. * 97. 78. 110. 87. 83. 84. 128. 103. 96. 140. 104. 134. 97. 120. 91. 75. 60. 83. 75. 81. 150. * 93. 70. 98. 75. 90. 92. 136. 106. 88. 129. 95. 125. 92. 116. 85. 68. 56. 83. 74. 80. 160. * 79. 74. 82. 78. 96. 89. 132. 98. 84. 125. 93. 123. 91. 109. 83. 65. 54. 83. 75. 81. 170. * 70. 70. 76. 76. 91. 83. 125. 93. 83. 124. 91. 121. 91. 103. 83. 63. 55. 83. 75. 81. 180. * 62. 65. 69. 70. 85. 81. 121. 92. 83. 124. 91. 121. 87. 100. 83. 60. 54. 82. 75. 81. 190. * 58. 63. 64. 67. 83. 79. 122. 92. 82. 124. 92. 122. 84. 100. 85. 66. 62. 88. 86. 99. 200. * 60. 65. 66. 69. 85. 81. 122. 95. 84. 128. 94. 127. 87. 107. 98. 82. 85. 111. 115. 133. 210. * 64. 70. 69. 73. 87. 89. 127. 103. 97. 136. 106. 140. 105. 130. 122. 106. 107. 133. 137. 154. 220. * 82. 88. 86. 90. 104. 108. 143. 122. 113. 159. 123. 158. 123. 148. 138. 119. 113. 150. 148. 162. 230. * 97. 105. 104. 109. 127. 125. 169. 143. 125. 181. 134. 172. 134. 163. 148. 106. 84. 153. 126. 132. 240. * 89. 96. 102. 106. 138. 125. 198. 146. 112. 193. 122. 171. 112. 146. 113. 61. 45. 108. 75. 83. 250. * 45. 49. 56. 57. 88. 71. 162. 89. 57. 131. 63. 103. 56. 77. 57. 34. 35. 59. 39. 43. 260. * 30. 30. 30. 31. 36. 33. 64. 36. 32. 48. 33. 40. 35. 37. 37. 37. 44. 41. 38. 37. 270. * 41. 39. 37. 37. 34. 36. 33. 35. 39. 33. 38. 35. 41. 39. 46. 47. 53. 52. 51. 53. 280. * 63. 44. 46. 43. 42. 45. 43. 46. 51. 47. 52. 49. 55. 52. 58. 63. 69. 62. 60. 63. 290. * 115. 47. 70. 44. 35. 36. 37. 38. 44. 45. 50. 54. 60. 65. 72. 67. 77. 79. 79. 78. 300. * 135. 77. 106. 70. 34. 30. 25. 25. 25. 25. 28. 32. 37. 51. 64. 43. 54. 85. 87. 100. 310. * 84. 113. 93. 99. 47. 32. 26. 28. 25. 20. 19. 16. 17. 23. 32. 18. 24. 52. 53. 83. 320. * 50. 111. 54. 90. 68. 33. 28. 24. 29. 24. 27. 20. 17. 12. 14. 10. 11. 22. 18. 35. 330. * 70. 71. 55. 54. 69. 56. 44. 24. 21. 18. 25. 24. 27. 16. 13. 12. 9. 14. 8. 10. 340. * 106. 41. 83. 45. 46. 82. 56. 44. 17. 15. 17. 16. 26. 25. 20. 24. 11. 14. 7. 7. 350. * 111. 56. 87. 70. 47. 72. 44. 68. 17. 25. 14. 13. 16. 21. 28. 30. 23. 21. 10. 7. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 135. 113. 110. 109. 138. 125. 198. 146. 125. 193. 134. 172. 134. 163. 148. 119. 113. 153. 148. 162. DEGR. * 300 310 140 230 240 230 240 240 230 240 230 230 230 230 230 220 220 230 220 220


JOB: Existing CO RUN: CO - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 14. 8. 7. 7. 10. * 24. 16. 12. 9. 20. * 19. 22. 19. 17. 30. * 10. 14. 14. 22. 40. * 8. 8. 8. 13. 50. * 15. 12. 13. 9. 60. * 30. 25. 24. 18. 70. * 23. 22. 20. 23. 80. * 21. 23. 38. 20. 90. * 59. 66. 94. 52. 100. * 95. 97. 110. 83. 110. * 94. 87. 89. 75. 120. * 76. 69. 76. 60. 130. * 66. 63. 72. 53. 140. * 62. 61. 70. 53. 150. * 60. 59. 69. 51. 160. * 61. 61. 70. 52. 170. * 62. 61. 70. 54. 180. * 61. 64. 79. 70. 190. * 79. 94. 114. 110. 200. * 113. 129. 149. 141. 210. * 131. 141. 160. 138. 220. * 128. 127. 144. 104. 230. * 94. 87. 107. 55. 240. * 51. 47. 66. 40. 250. * 36. 37. 35. 58. 260. * 47. 54. 45. 72. 270. * 57. 63. 64. 73. 280. * 66. 69. 74. 80. 290. * 87. 89. 84. 100. 300. * 93. 111. 111. 128. 310. * 57. 90. 119. 116. 320. * 20. 38. 68. 58. 330. * 9. 11. 19. 17. 340. * 8. 7. 7. 8. 350. * 8. 7. 7. 7. ------*------------------------ MAX * 131. 141. 160. 141. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 198. ug/m**3 OCCURRED AT RECEPTOR REC7 .


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: Existing HC RUN: HC - EXISTING DATE : 6/16/ 9 TIME : 6:44:17 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.9 185.9 1060.2 665.3 * 485. 351. AG 412. .6 .0 20.0 2. Link_2 * 1060.2 665.3 1015.4 948.4 * 287. 351. AG 650. .6 .0 20.0 3. Link_3 * 1015.4 948.4 921.0 1249.3 * 315. 343. AG 404. .6 .0 20.0 4. Link_4 * 921.0 1249.3 828.5 1456.7 * 227. 336. AG 446. .6 .0 20.0 5. Link_5 * 828.5 1456.7 678.1 1802.5 * 377. 336. AG 613. .6 .0 20.0 6. Link_6 * 678.1 1802.5 646.3 2118.3 * 317. 354. AG 537. .6 .0 20.0 7. Link_7 * 638.8 2117.4 668.7 1800.6 * 318. 175. AG 904. .6 .0 20.0 8. Link_8 * 668.7 1800.6 815.4 1451.1 * 379. 157. AG 1609. .6 .0 20.0 9. Link_9 * 815.4 1451.1 904.2 1248.4 * 221. 156. AG 1968. .6 .0 20.0 10. Link_10 * 904.2 1248.4 1005.1 946.5 * 318. 162. AG 2105. .6 .0 20.0 11. Link_11 * 1005.1 946.5 1051.8 662.5 * 288. 171. AG 2293. .6 .0 20.0 12. Link_12 * 1051.8 662.5 1126.6 188.7 * 480. 171. AG 2937. .6 .0 20.0 13. Link_13 * 1037.8 397.1 1417.2 614.8 * 437. 60. AG 5100. .6 .0 20.0 14. Link_14 * 1417.2 614.8 2279.6 867.1 * 899. 74. AG 5100. .6 .0 20.0 15. Link_15 * 2279.6 867.1 2715.1 914.8 * 438. 84. AG 5100. .6 .0 20.0 16. Link_16 * 2715.1 914.8 3098.2 967.1 * 387. 82. AG 5100. .6 .0 20.0 17. Link_17 * 3098.2 967.1 3548.6 1183.9 * 500. 64. AG 5100. .6 .0 20.0 18. Link_18 * 3532.7 1212.8 3054.3 1061.5 * 502. 252. AG 5100. .6 .0 20.0 19. Link_19 * 3054.3 1061.5 2514.2 988.6 * 545. 262. AG 5100. .6 .0 20.0 20. Link_20 * 2514.2 988.6 2204.0 913.8 * 319. 256. AG 5100. .6 .0 20.0 21. Link_21 * 2204.0 913.8 1711.5 765.3 * 514. 253. AG 5100. .6 .0 20.0 22. Link_22 * 1711.5 765.3 1402.2 655.9 * 328. 251. AG 5100. .6 .0 20.0 23. Link_23 * 1402.2 655.9 1020.1 439.1 * 439. 240. AG 5100. .6 .0 20.0 24. Link_24 * 2273.1 866.2 2618.9 888.6 * 346. 86. AG 988. .6 .0 20.0 25. Link_25 * 2618.9 888.6 2981.4 754.0 * 387. 110. AG 988. .6 .0 20.0 26. Link_26 * 2981.4 754.0 3188.8 459.7 * 360. 145. AG 988. .6 .0 20.0 27. Link_27 * 3220.6 483.1 3072.0 775.5 * 328. 333. AG 988. .6 .0 20.0 28. Link_28 * 3072.0 775.5 2845.9 946.5 * 284. 307. AG 988. .6 .0 20.0 29. Link_29 * 2845.9 946.5 2559.0 969.9 * 288. 275. AG 988. .6 .0 20.0 30. Link_30 * 2559.0 969.9 2208.6 915.7 * 355. 261. AG 988. .6 .0 20.0 31. Link_31 * 3531.8 1213.8 3244.9 1072.7 * 320. 244. AG 988. .6 .0 20.0 32. Link_32 * 3244.9 1072.7 3109.4 857.8 * 254. 212. AG 988. .6 .0 20.0 33. Link_33 * 3109.4 857.8 3107.6 659.7 * 198. 181. AG 988. .6 .0 20.0 34. Link_34 * 3107.6 659.7 3184.2 467.2 * 207. 158. AG 988. .6 .0 20.0 35. Link_35 * 3249.6 491.5 3181.4 716.7 * 235. 343. AG 988. .6 .0 20.0 36. Link_36 * 3181.4 716.7 3242.1 955.0 * 246. 14. AG 988. .6 .0 20.0 37. Link_37 * 3242.1 955.0 3542.1 1182.9 * 377. 53. AG 988. .6 .0 20.0


38. Link_38 * 3426.2 1058.7 3162.7 1171.7 * 287. 293. AG 474. .6 .0 14.0 39. Link_39 * 3162.7 1171.7 3101.0 1229.7 * 85. 313. AG 209. .6 .0 14.0 40. Link_40 * 3101.0 1229.7 2900.1 1689.4 * 502. 336. AG 145. .6 .0 14.0 41. Link_41 * 2892.6 1685.7 3087.9 1227.8 * 498. 157. AG 264. .6 .0 14.0 42. Link_42 * 3087.9 1227.8 3157.1 1160.5 * 96. 134. AG 619. .6 .0 14.0 43. Link_43 * 3157.1 1160.5 3418.7 1048.4 * 285. 113. AG 627. .6 .0 14.0 44. Link_44 * 2895.4 1696.9 2661.8 1622.1 * 245. 252. AG 1330. .6 .0 16.0 45. Link_45 * 2661.8 1622.1 1900.4 1931.4 * 822. 292. AG 1207. .6 .0 16.0 46. Link_46 * 1900.4 1931.4 1150.9 1995.9 * 752. 275. AG 1084. .6 .0 16.0 47. Link_47 * 1150.9 1995.9 639.8 2137.9 * 530. 286. AG 1172. .6 .0 16.0 48. Link_48 * 636.9 2129.5 1153.7 1990.3 * 535. 105. AG 1084. .6 .0 16.0 49. Link_49 * 1153.7 1990.3 1901.3 1923.1 * 751. 95. AG 1314. .6 .0 16.0 50. Link_50 * 1901.3 1923.1 2660.9 1613.7 * 820. 112. AG 1314. .6 .0 16.0 51. Link_51 * 2660.9 1613.7 2889.8 1685.7 * 240. 73. AG 1212. .6 .0 16.0 52. Link_52 * 2660.0 1611.8 2661.8 1559.5 * 52. 178. AG 139. .6 .0 12.0 53. Link_53 * 2661.8 1559.5 1252.7 711.1 * 1645. 239. AG 139. .6 .0 12.0 54. Link_54 * 1252.7 711.1 1021.9 952.2 * 334. 316. AG 123. .6 .0 12.0 55. Link_55 * 1017.3 944.7 1249.0 703.6 * 334. 136. AG 131. .6 .0 12.0 56. Link_56 * 1249.0 703.6 2669.3 1557.7 * 1657. 59. AG 131. .6 .0 12.0 57. Link_57 * 2669.3 1557.7 2665.6 1617.5 * 60. 356. AG 74. .6 .0 12.0 58. Link_58 * 3477.1 1235.9 3157.9 1169.7 * 326. 258. AG 126. .6 .0 14.0 59. Link_59 * 3157.9 1169.7 3011.6 1076.3 * 174. 237. AG 126. .6 .0 14.0 60. Link_60 * 3011.6 1076.3 2517.1 989.7 * 502. 260. AG 126. .6 .0 14.0 61. Link_61 * 2897.9 1697.8 2952.0 1730.4 * 63. 59. AG 52. 100.0 .0 20.0 .91 10.5 62. Link_62 * 2899.9 1688.4 2902.1 1683.5 * 5. 155. AG 52. 100.0 .0 20.0 .10 .9 63. Link_63 * 2889.0 1686.1 2840.2 1670.0 * 51. 252. AG 52. 100.0 .0 20.0 .85 8.6 64. Link_64 * 2663.1 1623.8 2728.6 1644.4 * 69. 72. AG 52. 100.0 .0 20.0 .94 11.4 65. Link_65 * 2665.9 1615.6 2666.2 1610.1 * 6. 177. AG 26. 100.0 .0 20.0 .10 .9 66. Link_66 * 2659.3 1615.2 2598.5 1640.0 * 66. 292. AG 52. 100.0 .0 20.0 .92 10.9 67. Link_67 * 1902.8 1930.2 1949.8 1911.3 * 51. 112. AG 52. 100.0 .0 20.0 .85 8.4 68. Link_68 * 1898.5 1919.3 1897.2 1915.8 * 4. 200. AG 26. 100.0 .0 15.0 .07 .6 69. Link_69 * 1897.7 1924.4 1832.3 1928.9 * 66. 274. AG 52. 100.0 .0 20.0 .92 10.9 70. Link_70 * 642.5 2142.8 643.0 2144.4 * 2. 17. AG 26. 100.0 .0 15.0 .03 .3 71. Link_71 * 641.3 2138.5 686.9 2125.5 * 47. 106. AG 52. 100.0 .0 20.0 .82 7.9 72. Link_72 * 645.6 2116.7 647.7 2096.7 * 20. 174. AG 52. 100.0 .0 20.0 .38 3.3 73. Link_73 * 626.1 2141.6 552.4 2145.0 * 74. 273. AG 52. 100.0 .0 20.0 .95 12.3 74. Link_74 * 669.0 1803.7 665.6 1837.4 * 34. 354. AG 52. 100.0 .0 20.0 .64 5.7 75. Link_75 * 679.1 1800.2 686.6 1782.5 * 19. 157. AG 52. 100.0 .0 20.0 .36 3.2 76. Link_76 * 666.6 1799.0 654.6 1793.8 * 13. 247. AG 52. 100.0 .0 15.0 .25 2.2 77. Link_77 * 813.0 1456.8 660.0 1809.1 * 384. 337. AG 52. 100.0 .0 20.0 1.13 64.0 78. Link_78 * 829.4 1454.8 836.1 1439.5 * 17. 156. AG 52. 100.0 .0 20.0 .31 2.8 79. Link_79 * 809.9 1448.2 797.2 1442.1 * 14. 244. AG 52. 100.0 .0 15.0 .26 2.3 80. Link_80 * 1003.4 949.1 652.9 2055.4 * 1161. 342. AG 52. 100.0 .0 20.0 1.48 193.4 81. Link_81 * 1016.2 945.6 1025.4 944.5 * 9. 97. AG 26. 100.0 .0 15.0 .17 1.5 82. Link_82 * 1015.8 944.0 1019.2 922.7 * 22. 171. AG 52. 100.0 .0 20.0 .41 3.6 83. Link_83 * 1002.6 946.0 994.5 942.8 * 9. 249. AG 26. 100.0 .0 20.0 .16 1.5 84. Link_84 * 1040.4 734.5 1257.7 -656.5 * 1408. 171. AG 52. 100.0 .0 20.0 1.59 234.7 85. Link_85 * 1061.4 666.0 1136.1 674.4 * 75. 84. AG 52. 100.0 .0 20.0 .96 12.5 86. Link_86 * 1059.8 664.1 1062.3 648.8 * 15. 171. AG 52. 100.0 .0 20.0 .29 2.6 87. Link_87 * 3154.1 1163.2 3137.7 1179.5 * 23. 315. AG 52. 100.0 .0 20.0 .43 3.9 88. Link_88 * 3160.3 1170.6 3163.0 1171.2 * 3. 76. AG 26. 100.0 .0 20.0 .05 .4 89. Link_89 * 3164.6 1169.8 3176.0 1165.0 * 12. 113. AG 52. 100.0 .0 20.0 .23 2.1


JOB: Existing HC RUN: HC - EXISTING DATE : 6/16/ 9 TIME : 6:44:17 61. Link_61 * 90 45 3.0 1300 1600 19.50 1 3 62. Link_62 * 90 45 3.0 145 1600 19.50 1 3 63. Link_63 * 90 45 3.0 1212 1600 19.50 1 3 64. Link_64 * 90 45 3.0 1330 1600 19.50 1 3 65. Link_65 * 90 45 3.0 74 1600 19.50 1 3 66. Link_66 * 90 45 3.0 1314 1600 19.50 1 3 67. Link_67 * 90 45 3.0 1207 1600 19.50 1 3 68. Link_68 * 90 45 3.0 50 1600 19.50 1 3 69. Link_69 * 90 45 3.0 1314 1600 19.50 1 3 70. Link_70 * 90 45 3.0 23 1600 19.50 1 3 71. Link_71 * 90 45 3.0 1172 1600 19.50 1 3 72. Link_72 * 90 45 3.0 537 1600 19.50 1 3 73. Link_73 * 90 45 3.0 1354 1600 19.50 1 3 74. Link_74 * 90 45 3.0 904 1600 19.50 1 3 75. Link_75 * 90 45 3.0 513 1600 19.50 1 3 76. Link_76 * 90 45 3.0 351 1600 19.50 1 3 77. Link_77 * 90 45 3.0 1609 1600 19.50 1 3 78. Link_78 * 90 45 3.0 446 1600 19.50 1 3 79. Link_79 * 90 45 3.0 377 1600 19.50 1 3 80. Link_80 * 90 45 3.0 2105 1600 19.50 1 3 81. Link_81 * 90 45 3.0 123 1600 19.50 1 3 82. Link_82 * 90 45 3.0 576 1600 19.50 1 3 83. Link_83 * 90 45 3.0 116 1600 19.50 1 3 84. Link_84 * 90 45 3.0 2263 1600 19.50 1 3 85. Link_85 * 90 45 3.0 1360 1600 19.50 1 3 86. Link_86 * 90 45 3.0 412 1600 19.50 1 3 87. Link_87 * 90 45 3.0 619 1600 19.50 1 3 88. Link_88 * 90 45 3.0 36 1600 19.50 1 3 89. Link_89 * 90 45 3.0 330 1600 19.50 1 3


JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 18. 19. 13. 17. 13. 11. 10. 14. 8. 11. 5. 4. 4. 4. 6. 5. 8. 8. 5. 3. 10. * 9. 18. 6. 11. 9. 12. 8. 11. 13. 13. 7. 6. 4. 4. 4. 3. 6. 6. 6. 5. 20. * 5. 10. 4. 4. 3. 12. 4. 11. 17. 11. 12. 11. 5. 4. 4. 3. 3. 5. 4. 4. 30. * 4. 3. 3. 2. 2. 6. 1. 7. 16. 8. 16. 13. 8. 6. 5. 3. 3. 5. 3. 3. 40. * 4. 2. 3. 2. 1. 2. 1. 2. 11. 3. 13. 9. 13. 10. 8. 4. 3. 7. 3. 3. 50. * 3. 2. 3. 2. 1. 1. 1. 1. 5. 1. 6. 3. 11. 9. 11. 8. 5. 10. 6. 5. 60. * 4. 2. 3. 2. 1. 1. 1. 1. 1. 1. 1. 1. 4. 3. 6. 12. 9. 7. 9. 8. 70. * 4. 2. 3. 2. 1. 1. 3. 1. 1. 2. 1. 2. 1. 2. 2. 8. 8. 3. 6. 7. 80. * 4. 2. 3. 2. 2. 2. 14. 4. 2. 12. 4. 12. 5. 13. 10. 5. 4. 13. 10. 15. 90. * 4. 2. 3. 2. 7. 8. 34. 16. 12. 29. 17. 29. 19. 34. 29. 13. 11. 34. 28. 36. 100. * 5. 6. 6. 8. 23. 23. 41. 29. 23. 37. 26. 40. 29. 47. 42. 24. 21. 45. 39. 42. 110. * 10. 16. 15. 19. 35. 29. 38. 30. 26. 40. 31. 45. 35. 50. 44. 30. 27. 41. 36. 34. 120. * 20. 25. 24. 28. 35. 26. 37. 28. 27. 43. 34. 48. 38. 45. 38. 31. 28. 32. 29. 28. 130. * 26. 28. 30. 31. 28. 25. 38. 30. 31. 46. 36. 46. 35. 40. 32. 28. 23. 28. 25. 26. 140. * 30. 24. 32. 26. 26. 27. 40. 33. 31. 44. 33. 42. 31. 37. 29. 24. 20. 26. 24. 26. 150. * 28. 22. 29. 24. 29. 30. 42. 34. 28. 40. 30. 39. 29. 36. 27. 22. 18. 26. 24. 25. 160. * 25. 24. 26. 25. 31. 28. 41. 31. 27. 38. 29. 38. 29. 34. 26. 21. 18. 26. 24. 25. 170. * 23. 23. 24. 24. 29. 26. 39. 29. 26. 38. 29. 38. 29. 32. 26. 20. 18. 26. 24. 26. 180. * 20. 21. 22. 22. 27. 26. 37. 29. 26. 38. 29. 37. 28. 31. 26. 20. 17. 26. 24. 25. 190. * 19. 20. 21. 21. 26. 25. 38. 29. 26. 38. 29. 38. 27. 31. 27. 21. 20. 27. 27. 30. 200. * 19. 21. 21. 22. 27. 26. 38. 30. 27. 40. 30. 40. 27. 33. 30. 25. 25. 33. 33. 38. 210. * 21. 22. 22. 23. 28. 28. 39. 32. 30. 42. 33. 43. 32. 39. 36. 31. 30. 38. 39. 44. 220. * 25. 27. 27. 28. 32. 33. 44. 38. 34. 48. 37. 47. 36. 44. 41. 35. 32. 44. 43. 47. 230. * 30. 32. 32. 34. 39. 38. 52. 44. 38. 55. 41. 52. 40. 49. 44. 31. 23. 45. 36. 36. 240. * 27. 30. 32. 33. 43. 39. 62. 45. 34. 60. 37. 53. 33. 44. 33. 17. 11. 30. 19. 21. 250. * 13. 14. 17. 17. 27. 21. 51. 27. 17. 40. 18. 31. 15. 22. 15. 8. 8. 15. 10. 10. 260. * 7. 7. 8. 8. 9. 8. 19. 10. 8. 14. 9. 11. 9. 10. 10. 9. 10. 11. 9. 9. 270. * 9. 9. 9. 9. 8. 9. 8. 8. 9. 8. 9. 9. 10. 9. 11. 11. 12. 13. 12. 12. 280. * 15. 11. 11. 10. 10. 11. 10. 11. 12. 11. 12. 11. 13. 12. 14. 14. 15. 15. 14. 14. 290. * 29. 13. 18. 12. 9. 9. 9. 9. 10. 11. 12. 13. 14. 15. 17. 15. 17. 18. 18. 18. 300. * 33. 20. 27. 19. 10. 9. 7. 7. 7. 7. 8. 8. 9. 12. 15. 10. 13. 20. 19. 22. 310. * 20. 28. 22. 24. 13. 9. 7. 8. 7. 6. 5. 5. 5. 6. 8. 5. 6. 13. 12. 19. 320. * 12. 25. 13. 21. 17. 10. 8. 8. 8. 7. 7. 6. 5. 4. 4. 3. 4. 6. 5. 8. 330. * 16. 16. 13. 13. 16. 14. 11. 7. 7. 6. 7. 7. 7. 4. 4. 4. 3. 4. 3. 3. 340. * 23. 10. 19. 11. 11. 19. 13. 11. 6. 5. 5. 5. 7. 7. 5. 6. 3. 5. 2. 2. 350. * 24. 13. 19. 16. 11. 16. 10. 16. 6. 7. 5. 4. 5. 6. 7. 8. 6. 6. 3. 2. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 33. 32. 32. 34. 43. 39. 62. 45. 38. 60. 41. 53. 40. 50. 44. 35. 32. 45. 43. 47. DEGR. * 300 230 140 230 240 240 240 240 230 240 230 240 230 110 230 220 220 100 220 220


JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 4. 3. 2. 2. 10. * 6. 4. 3. 3. 20. * 5. 6. 5. 5. 30. * 3. 4. 4. 6. 40. * 3. 3. 3. 4. 50. * 4. 3. 4. 3. 60. * 8. 6. 6. 5. 70. * 6. 6. 5. 6. 80. * 7. 7. 13. 6. 90. * 20. 22. 31. 17. 100. * 32. 32. 36. 28. 110. * 31. 29. 29. 25. 120. * 25. 23. 24. 20. 130. * 21. 20. 23. 18. 140. * 20. 20. 22. 17. 150. * 19. 19. 22. 17. 160. * 20. 20. 22. 17. 170. * 20. 19. 22. 17. 180. * 20. 20. 24. 21. 190. * 24. 27. 32. 30. 200. * 32. 36. 41. 37. 210. * 37. 39. 44. 36. 220. * 36. 34. 39. 25. 230. * 24. 21. 26. 13. 240. * 12. 11. 15. 10. 250. * 9. 9. 9. 14. 260. * 11. 13. 11. 16. 270. * 13. 14. 14. 16. 280. * 15. 15. 16. 18. 290. * 19. 20. 19. 22. 300. * 21. 24. 25. 28. 310. * 13. 20. 26. 26. 320. * 5. 9. 15. 13. 330. * 3. 3. 5. 5. 340. * 3. 3. 3. 3. 350. * 3. 2. 2. 2. ------*------------------------ MAX * 37. 39. 44. 37. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 62. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing HC RUN: HC - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 10. 11. 7. 10. 7. 6. 5. 8. 4. 6. 3. 2. 3. 2. 3. 3. 4. 4. 3. 2. 10. * 5. 10. 3. 6. 5. 7. 5. 6. 7. 7. 4. 3. 2. 2. 2. 2. 3. 4. 3. 3. 20. * 3. 5. 2. 2. 2. 7. 2. 6. 9. 6. 7. 6. 3. 2. 2. 2. 2. 3. 2. 2. 30. * 2. 2. 2. 1. 1. 3. 1. 4. 9. 4. 8. 7. 5. 4. 2. 2. 2. 3. 1. 2. 40. * 2. 1. 2. 1. 1. 1. 1. 1. 6. 2. 7. 5. 7. 6. 4. 2. 2. 4. 2. 1. 50. * 2. 1. 2. 1. 1. 1. 1. 0. 3. 0. 3. 2. 6. 5. 6. 4. 3. 5. 3. 3. 60. * 2. 1. 2. 1. 1. 1. 1. 0. 1. 0. 1. 0. 2. 1. 3. 7. 5. 4. 5. 4. 70. * 2. 1. 2. 1. 1. 1. 2. 0. 0. 1. 0. 1. 0. 1. 1. 4. 5. 2. 3. 3. 80. * 2. 1. 2. 1. 1. 1. 8. 2. 1. 7. 2. 6. 3. 7. 5. 3. 2. 7. 5. 8. 90. * 2. 1. 2. 1. 4. 4. 19. 9. 6. 16. 9. 16. 10. 18. 15. 7. 6. 18. 15. 19. 100. * 3. 3. 3. 4. 12. 12. 23. 16. 13. 20. 14. 22. 16. 26. 23. 12. 11. 24. 21. 23. 110. * 6. 9. 8. 10. 19. 16. 21. 16. 14. 22. 17. 25. 19. 27. 24. 16. 15. 22. 20. 19. 120. * 11. 14. 13. 15. 19. 14. 20. 16. 15. 24. 18. 27. 21. 25. 21. 17. 15. 18. 16. 16. 130. * 14. 15. 17. 17. 15. 14. 21. 17. 17. 25. 19. 26. 19. 22. 18. 15. 12. 15. 14. 14. 140. * 16. 13. 18. 15. 14. 15. 23. 18. 17. 25. 18. 23. 17. 21. 16. 13. 11. 15. 13. 14. 150. * 15. 12. 16. 13. 16. 16. 24. 19. 15. 22. 17. 22. 16. 20. 15. 12. 10. 15. 13. 14. 160. * 13. 13. 14. 14. 17. 16. 23. 17. 15. 22. 16. 21. 16. 19. 15. 11. 10. 14. 13. 14. 170. * 13. 12. 13. 13. 16. 14. 22. 16. 15. 22. 16. 21. 16. 18. 15. 11. 10. 15. 13. 14. 180. * 11. 11. 12. 13. 15. 14. 21. 16. 15. 21. 16. 21. 15. 18. 14. 11. 9. 14. 13. 14. 190. * 10. 11. 11. 12. 15. 14. 21. 16. 15. 22. 16. 22. 15. 18. 15. 12. 11. 15. 15. 16. 200. * 11. 12. 12. 12. 15. 14. 22. 17. 15. 22. 17. 22. 15. 19. 16. 14. 13. 18. 18. 21. 210. * 11. 12. 12. 13. 15. 15. 22. 18. 17. 24. 18. 24. 17. 21. 20. 17. 17. 21. 21. 24. 220. * 14. 15. 15. 15. 18. 18. 24. 21. 19. 27. 20. 26. 20. 24. 22. 19. 17. 24. 23. 25. 230. * 16. 17. 17. 18. 21. 21. 29. 24. 21. 30. 22. 29. 22. 27. 24. 16. 12. 24. 19. 20. 240. * 14. 16. 17. 18. 23. 21. 34. 24. 18. 33. 20. 29. 18. 24. 18. 9. 6. 16. 10. 11. 250. * 7. 8. 9. 9. 15. 11. 28. 15. 9. 22. 10. 16. 8. 12. 8. 4. 4. 8. 5. 6. 260. * 4. 4. 4. 4. 5. 5. 10. 5. 4. 7. 4. 6. 5. 5. 5. 5. 5. 6. 5. 5. 270. * 5. 5. 4. 5. 4. 4. 4. 4. 5. 4. 5. 4. 5. 5. 6. 6. 6. 7. 6. 7. 280. * 8. 6. 6. 5. 5. 6. 5. 6. 6. 6. 6. 6. 7. 7. 7. 7. 8. 8. 7. 8. 290. * 16. 7. 10. 6. 5. 5. 5. 5. 6. 6. 6. 7. 7. 8. 9. 8. 9. 10. 9. 10. 300. * 18. 11. 14. 10. 5. 5. 3. 4. 4. 3. 4. 5. 5. 7. 8. 5. 7. 11. 10. 12. 310. * 11. 15. 12. 13. 7. 5. 4. 4. 4. 3. 3. 3. 3. 3. 5. 3. 3. 6. 7. 10. 320. * 7. 14. 7. 11. 9. 5. 4. 4. 4. 3. 4. 3. 3. 2. 2. 2. 2. 3. 3. 4. 330. * 9. 9. 7. 7. 9. 7. 6. 4. 3. 3. 4. 4. 4. 2. 2. 2. 2. 2. 2. 2. 340. * 13. 6. 10. 6. 6. 10. 7. 6. 3. 3. 3. 3. 4. 3. 3. 3. 2. 2. 1. 1. 350. * 13. 7. 11. 9. 6. 9. 6. 9. 3. 3. 3. 2. 3. 3. 4. 4. 3. 3. 2. 1. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 18. 17. 18. 18. 23. 21. 34. 24. 21. 33. 22. 29. 22. 27. 24. 19. 17. 24. 23. 25. DEGR. * 300 230 140 230 240 240 240 240 230 240 230 230 230 110 110 220 220 100 220 220


JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 2. 1. 1. 1. 10. * 3. 2. 2. 2. 20. * 3. 3. 3. 3. 30. * 2. 2. 2. 3. 40. * 1. 1. 1. 2. 50. * 2. 2. 2. 1. 60. * 4. 3. 3. 3. 70. * 3. 3. 3. 3. 80. * 3. 4. 6. 3. 90. * 10. 12. 17. 9. 100. * 17. 17. 20. 15. 110. * 17. 16. 16. 14. 120. * 13. 12. 13. 11. 130. * 12. 11. 13. 10. 140. * 11. 11. 12. 10. 150. * 11. 11. 12. 9. 160. * 11. 11. 12. 9. 170. * 11. 11. 12. 10. 180. * 11. 11. 13. 11. 190. * 13. 15. 18. 16. 200. * 17. 19. 22. 20. 210. * 20. 21. 24. 20. 220. * 19. 18. 21. 14. 230. * 13. 12. 14. 7. 240. * 7. 6. 8. 5. 250. * 5. 5. 5. 7. 260. * 6. 7. 6. 9. 270. * 7. 8. 8. 9. 280. * 8. 9. 9. 10. 290. * 10. 11. 10. 12. 300. * 11. 13. 13. 15. 310. * 7. 11. 14. 14. 320. * 3. 5. 8. 7. 330. * 1. 2. 3. 3. 340. * 1. 1. 1. 1. 350. * 1. 1. 1. 1. ------*------------------------ MAX * 20. 21. 24. 20. DEGR. * 210 210 210 200


THE HIGHEST CONCENTRATION OF 34. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing HC RUN: HC - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 5. 6. 4. 5. 4. 3. 3. 4. 2. 3. 1. 1. 1. 1. 2. 1. 2. 2. 1. 1. 10. * 3. 5. 2. 3. 2. 4. 2. 3. 4. 4. 2. 2. 1. 1. 1. 1. 2. 2. 1. 1. 20. * 1. 3. 1. 1. 1. 4. 1. 3. 5. 3. 3. 3. 1. 1. 1. 1. 1. 1. 1. 1. 30. * 1. 1. 1. 1. 0. 2. 0. 2. 5. 2. 4. 4. 2. 2. 1. 1. 1. 2. 1. 1. 40. * 1. 0. 1. 1. 0. 1. 0. 1. 3. 1. 3. 2. 4. 3. 2. 1. 1. 2. 1. 1. 50. * 1. 0. 1. 1. 0. 0. 0. 0. 1. 0. 2. 1. 3. 3. 3. 2. 1. 3. 2. 2. 60. * 1. 0. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 2. 4. 3. 2. 3. 2. 70. * 1. 0. 1. 1. 0. 0. 1. 0. 0. 1. 0. 0. 0. 1. 0. 2. 2. 1. 2. 2. 80. * 1. 0. 1. 1. 0. 0. 4. 1. 1. 3. 1. 3. 1. 3. 2. 1. 1. 3. 3. 4. 90. * 1. 1. 1. 1. 2. 2. 10. 5. 3. 8. 4. 8. 5. 10. 8. 3. 3. 10. 8. 10. 100. * 1. 2. 2. 2. 7. 7. 12. 8. 7. 11. 7. 11. 8. 13. 12. 6. 6. 13. 11. 12. 110. * 3. 5. 4. 6. 10. 8. 11. 9. 7. 11. 8. 13. 10. 14. 12. 8. 7. 12. 11. 10. 120. * 6. 7. 7. 8. 10. 8. 11. 8. 8. 13. 10. 14. 11. 14. 11. 9. 8. 9. 8. 8. 130. * 8. 8. 9. 9. 8. 7. 11. 9. 9. 13. 10. 14. 10. 12. 9. 8. 6. 8. 7. 8. 140. * 8. 7. 10. 7. 8. 8. 12. 10. 9. 13. 10. 13. 9. 11. 9. 7. 6. 8. 7. 8. 150. * 8. 6. 9. 7. 8. 9. 13. 10. 8. 12. 9. 12. 9. 11. 8. 6. 5. 8. 7. 8. 160. * 7. 7. 7. 7. 9. 8. 12. 9. 8. 12. 9. 11. 9. 10. 8. 6. 5. 8. 7. 8. 170. * 6. 7. 7. 7. 9. 8. 12. 9. 8. 12. 9. 11. 8. 10. 8. 6. 5. 8. 7. 8. 180. * 6. 6. 6. 6. 8. 8. 11. 9. 8. 12. 9. 11. 8. 9. 8. 6. 5. 8. 7. 8. 190. * 5. 6. 6. 6. 8. 7. 11. 9. 7. 12. 9. 11. 8. 9. 8. 6. 6. 8. 8. 9. 200. * 6. 6. 6. 6. 8. 8. 12. 9. 8. 12. 9. 12. 8. 10. 9. 7. 7. 10. 10. 11. 210. * 6. 7. 6. 7. 8. 8. 12. 10. 9. 13. 9. 13. 9. 11. 10. 9. 9. 11. 11. 13. 220. * 7. 8. 8. 8. 9. 10. 13. 11. 10. 14. 11. 14. 10. 13. 12. 10. 9. 13. 12. 13. 230. * 8. 9. 9. 9. 11. 11. 15. 12. 11. 16. 11. 15. 11. 14. 12. 9. 6. 13. 10. 10. 240. * 7. 8. 9. 9. 12. 11. 18. 13. 10. 17. 10. 15. 9. 12. 9. 5. 3. 8. 5. 6. 250. * 3. 4. 4. 4. 7. 6. 14. 7. 4. 11. 5. 9. 4. 6. 4. 2. 2. 4. 3. 3. 260. * 2. 2. 2. 2. 2. 2. 5. 3. 2. 4. 2. 3. 2. 2. 2. 2. 3. 3. 2. 2. 270. * 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 3. 3. 3. 3. 3. 3. 280. * 4. 3. 3. 3. 2. 3. 2. 3. 3. 3. 3. 3. 3. 3. 4. 4. 4. 4. 4. 4. 290. * 8. 3. 5. 3. 2. 2. 2. 3. 3. 3. 3. 3. 4. 4. 4. 4. 5. 5. 5. 5. 300. * 9. 6. 7. 5. 3. 2. 2. 2. 2. 2. 2. 2. 3. 3. 4. 3. 3. 5. 5. 6. 310. * 6. 8. 6. 7. 4. 3. 2. 2. 2. 2. 1. 1. 1. 2. 2. 1. 2. 4. 3. 5. 320. * 4. 7. 4. 6. 5. 3. 2. 2. 2. 2. 2. 2. 1. 1. 1. 1. 1. 2. 1. 2. 330. * 5. 5. 4. 4. 5. 4. 3. 2. 2. 2. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 340. * 7. 3. 5. 3. 3. 5. 4. 3. 2. 2. 1. 1. 2. 2. 1. 2. 1. 1. 1. 1. 350. * 7. 4. 6. 5. 3. 5. 3. 4. 2. 2. 1. 1. 1. 2. 2. 2. 2. 2. 1. 1. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 9. 9. 10. 9. 12. 11. 18. 13. 11. 17. 11. 15. 11. 14. 12. 10. 9. 13. 12. 13. DEGR. * 300 230 140 230 240 230 240 240 230 240 230 230 230 110 230 220 220 100 220 220


JOB: Existing HC RUN: HC - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 1. 1. 1. 1. 10. * 2. 1. 1. 1. 20. * 2. 2. 1. 1. 30. * 1. 1. 1. 2. 40. * 1. 1. 1. 1. 50. * 1. 1. 1. 1. 60. * 2. 2. 2. 1. 70. * 2. 1. 1. 2. 80. * 1. 2. 3. 1. 90. * 5. 6. 9. 5. 100. * 9. 9. 10. 8. 110. * 9. 8. 8. 7. 120. * 7. 7. 7. 6. 130. * 6. 6. 7. 5. 140. * 6. 6. 7. 5. 150. * 6. 6. 7. 5. 160. * 6. 6. 7. 5. 170. * 6. 6. 7. 5. 180. * 6. 6. 7. 6. 190. * 7. 8. 9. 8. 200. * 9. 10. 12. 11. 210. * 11. 11. 13. 10. 220. * 10. 10. 11. 7. 230. * 7. 6. 7. 4. 240. * 3. 3. 4. 3. 250. * 2. 3. 3. 4. 260. * 3. 4. 3. 5. 270. * 3. 4. 4. 5. 280. * 4. 4. 5. 5. 290. * 5. 6. 6. 6. 300. * 6. 7. 7. 8. 310. * 4. 6. 8. 7. 320. * 1. 2. 4. 4. 330. * 1. 1. 1. 1. 340. * 1. 1. 1. 1. 350. * 1. 1. 1. 1. ------*------------------------ MAX * 11. 11. 13. 11. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 18. ug/m**3 OCCURRED AT RECEPTOR REC7 .


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: Existing NOx RUN: NOx - EXISTING DATE : 6/15/ 9 TIME : 12:30:39 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.9 185.9 1060.2 665.3 * 485. 351. AG 412. 1.0 .0 20.0 2. Link_2 * 1060.2 665.3 1015.4 948.4 * 287. 351. AG 650. 1.0 .0 20.0 3. Link_3 * 1015.4 948.4 921.0 1249.3 * 315. 343. AG 404. 1.0 .0 20.0 4. Link_4 * 921.0 1249.3 828.5 1456.7 * 227. 336. AG 446. 1.0 .0 20.0 5. Link_5 * 828.5 1456.7 678.1 1802.5 * 377. 336. AG 613. 1.0 .0 20.0 6. Link_6 * 678.1 1802.5 646.3 2118.3 * 317. 354. AG 537. 1.0 .0 20.0 7. Link_7 * 638.8 2117.4 668.7 1800.6 * 318. 175. AG 904. 1.0 .0 20.0 8. Link_8 * 668.7 1800.6 815.4 1451.1 * 379. 157. AG 1609. 1.0 .0 20.0 9. Link_9 * 815.4 1451.1 904.2 1248.4 * 221. 156. AG 1968. 1.0 .0 20.0 10. Link_10 * 904.2 1248.4 1005.1 946.5 * 318. 162. AG 2105. 1.0 .0 20.0 11. Link_11 * 1005.1 946.5 1051.8 662.5 * 288. 171. AG 2293. 1.0 .0 20.0 12. Link_12 * 1051.8 662.5 1126.6 188.7 * 480. 171. AG 2937. 1.0 .0 20.0 13. Link_13 * 1037.8 397.1 1417.2 614.8 * 437. 60. AG 5100. 1.0 .0 20.0 14. Link_14 * 1417.2 614.8 2279.6 867.1 * 899. 74. AG 5100. 1.0 .0 20.0 15. Link_15 * 2279.6 867.1 2715.1 914.8 * 438. 84. AG 5100. 1.0 .0 20.0 16. Link_16 * 2715.1 914.8 3098.2 967.1 * 387. 82. AG 5100. 1.0 .0 20.0 17. Link_17 * 3098.2 967.1 3548.6 1183.9 * 500. 64. AG 5100. 1.0 .0 20.0 18. Link_18 * 3532.7 1212.8 3054.3 1061.5 * 502. 252. AG 5100. 1.0 .0 20.0 19. Link_19 * 3054.3 1061.5 2514.2 988.6 * 545. 262. AG 5100. 1.0 .0 20.0 20. Link_20 * 2514.2 988.6 2204.0 913.8 * 319. 256. AG 5100. 1.0 .0 20.0 21. Link_21 * 2204.0 913.8 1711.5 765.3 * 514. 253. AG 5100. 1.0 .0 20.0 22. Link_22 * 1711.5 765.3 1402.2 655.9 * 328. 251. AG 5100. 1.0 .0 20.0 23. Link_23 * 1402.2 655.9 1020.1 439.1 * 439. 240. AG 5100. 1.0 .0 20.0 24. Link_24 * 2273.1 866.2 2618.9 888.6 * 346. 86. AG 988. 1.0 .0 20.0 25. Link_25 * 2618.9 888.6 2981.4 754.0 * 387. 110. AG 988. 1.0 .0 20.0 26. Link_26 * 2981.4 754.0 3188.8 459.7 * 360. 145. AG 988. 1.0 .0 20.0 27. Link_27 * 3220.6 483.1 3072.0 775.5 * 328. 333. AG 988. 1.0 .0 20.0 28. Link_28 * 3072.0 775.5 2845.9 946.5 * 284. 307. AG 988. 1.0 .0 20.0 29. Link_29 * 2845.9 946.5 2559.0 969.9 * 288. 275. AG 988. 1.0 .0 20.0 30. Link_30 * 2559.0 969.9 2208.6 915.7 * 355. 261. AG 988. 1.0 .0 20.0 31. Link_31 * 3531.8 1213.8 3244.9 1072.7 * 320. 244. AG 988. 1.0 .0 20.0 32. Link_32 * 3244.9 1072.7 3109.4 857.8 * 254. 212. AG 988. 1.0 .0 20.0 33. Link_33 * 3109.4 857.8 3107.6 659.7 * 198. 181. AG 988. 1.0 .0 20.0 34. Link_34 * 3107.6 659.7 3184.2 467.2 * 207. 158. AG 988. 1.0 .0 20.0 35. Link_35 * 3249.6 491.5 3181.4 716.7 * 235. 343. AG 988. 1.0 .0 20.0 36. Link_36 * 3181.4 716.7 3242.1 955.0 * 246. 14. AG 988. 1.0 .0 20.0 37. Link_37 * 3242.1 955.0 3542.1 1182.9 * 377. 53. AG 988. 1.0 .0 20.0


38. Link_38 * 3426.2 1058.7 3162.7 1171.7 * 287. 293. AG 474. 1.0 .0 14.0 39. Link_39 * 3162.7 1171.7 3101.0 1229.7 * 85. 313. AG 209. 1.0 .0 14.0 40. Link_40 * 3101.0 1229.7 2900.1 1689.4 * 502. 336. AG 145. 1.0 .0 14.0 41. Link_41 * 2892.6 1685.7 3087.9 1227.8 * 498. 157. AG 264. 1.0 .0 14.0 42. Link_42 * 3087.9 1227.8 3157.1 1160.5 * 96. 134. AG 619. 1.0 .0 14.0 43. Link_43 * 3157.1 1160.5 3418.7 1048.4 * 285. 113. AG 627. 1.0 .0 14.0 44. Link_44 * 2895.4 1696.9 2661.8 1622.1 * 245. 252. AG 1330. 1.0 .0 16.0 45. Link_45 * 2661.8 1622.1 1900.4 1931.4 * 822. 292. AG 1207. 1.0 .0 16.0 46. Link_46 * 1900.4 1931.4 1150.9 1995.9 * 752. 275. AG 1084. 1.0 .0 16.0 47. Link_47 * 1150.9 1995.9 639.8 2137.9 * 530. 286. AG 1172. 1.0 .0 16.0 48. Link_48 * 636.9 2129.5 1153.7 1990.3 * 535. 105. AG 1084. 1.0 .0 16.0 49. Link_49 * 1153.7 1990.3 1901.3 1923.1 * 751. 95. AG 1314. 1.0 .0 16.0 50. Link_50 * 1901.3 1923.1 2660.9 1613.7 * 820. 112. AG 1314. 1.0 .0 16.0 51. Link_51 * 2660.9 1613.7 2889.8 1685.7 * 240. 73. AG 1212. 1.0 .0 16.0 52. Link_52 * 2660.0 1611.8 2661.8 1559.5 * 52. 178. AG 139. 1.0 .0 12.0 53. Link_53 * 2661.8 1559.5 1252.7 711.1 * 1645. 239. AG 139. 1.0 .0 12.0 54. Link_54 * 1252.7 711.1 1021.9 952.2 * 334. 316. AG 123. 1.0 .0 12.0 55. Link_55 * 1017.3 944.7 1249.0 703.6 * 334. 136. AG 131. 1.0 .0 12.0 56. Link_56 * 1249.0 703.6 2669.3 1557.7 * 1657. 59. AG 131. 1.0 .0 12.0 57. Link_57 * 2669.3 1557.7 2665.6 1617.5 * 60. 356. AG 74. 1.0 .0 12.0 58. Link_58 * 3477.1 1235.9 3157.9 1169.7 * 326. 258. AG 126. 1.0 .0 14.0 59. Link_59 * 3157.9 1169.7 3011.6 1076.3 * 174. 237. AG 126. 1.0 .0 14.0 60. Link_60 * 3011.6 1076.3 2517.1 989.7 * 502. 260. AG 126. 1.0 .0 14.0 61. Link_61 * 2897.9 1697.8 2952.0 1730.4 * 63. 59. AG 23. 100.0 .0 20.0 .91 10.5 62. Link_62 * 2899.9 1688.4 2902.1 1683.5 * 5. 155. AG 23. 100.0 .0 20.0 .10 .9 63. Link_63 * 2889.0 1686.1 2840.2 1670.0 * 51. 252. AG 23. 100.0 .0 20.0 .85 8.6 64. Link_64 * 2663.1 1623.8 2728.6 1644.4 * 69. 72. AG 23. 100.0 .0 20.0 .94 11.4 65. Link_65 * 2665.9 1615.6 2666.2 1610.1 * 6. 177. AG 12. 100.0 .0 20.0 .10 .9 66. Link_66 * 2659.3 1615.2 2598.5 1640.0 * 66. 292. AG 23. 100.0 .0 20.0 .92 10.9 67. Link_67 * 1902.8 1930.2 1949.8 1911.3 * 51. 112. AG 23. 100.0 .0 20.0 .85 8.4 68. Link_68 * 1898.5 1919.3 1897.2 1915.8 * 4. 200. AG 12. 100.0 .0 15.0 .07 .6 69. Link_69 * 1897.7 1924.4 1832.3 1928.9 * 66. 274. AG 23. 100.0 .0 20.0 .92 10.9 70. Link_70 * 642.5 2142.8 643.0 2144.4 * 2. 17. AG 12. 100.0 .0 15.0 .03 .3 71. Link_71 * 641.3 2138.5 686.9 2125.5 * 47. 106. AG 23. 100.0 .0 20.0 .82 7.9 72. Link_72 * 645.6 2116.7 647.7 2096.7 * 20. 174. AG 23. 100.0 .0 20.0 .38 3.3 73. Link_73 * 626.1 2141.6 552.4 2145.0 * 74. 273. AG 23. 100.0 .0 20.0 .95 12.3 74. Link_74 * 669.0 1803.7 665.6 1837.4 * 34. 354. AG 23. 100.0 .0 20.0 .64 5.7 75. Link_75 * 679.1 1800.2 686.6 1782.5 * 19. 157. AG 23. 100.0 .0 20.0 .36 3.2 76. Link_76 * 666.6 1799.0 654.6 1793.8 * 13. 247. AG 23. 100.0 .0 15.0 .25 2.2 77. Link_77 * 813.0 1456.8 660.0 1809.1 * 384. 337. AG 23. 100.0 .0 20.0 1.13 64.0 78. Link_78 * 829.4 1454.8 836.1 1439.5 * 17. 156. AG 23. 100.0 .0 20.0 .31 2.8 79. Link_79 * 809.9 1448.2 797.2 1442.1 * 14. 244. AG 23. 100.0 .0 15.0 .26 2.3 80. Link_80 * 1003.4 949.1 652.9 2055.4 * 1161. 342. AG 23. 100.0 .0 20.0 1.48 193.4 81. Link_81 * 1016.2 945.6 1025.4 944.5 * 9. 97. AG 12. 100.0 .0 15.0 .17 1.5 82. Link_82 * 1015.8 944.0 1019.2 922.7 * 22. 171. AG 23. 100.0 .0 20.0 .41 3.6 83. Link_83 * 1002.6 946.0 994.5 942.8 * 9. 249. AG 12. 100.0 .0 20.0 .16 1.5 84. Link_84 * 1040.4 734.5 1257.7 -656.5 * 1408. 171. AG 23. 100.0 .0 20.0 1.59 234.7 85. Link_85 * 1061.4 666.0 1136.1 674.4 * 75. 84. AG 23. 100.0 .0 20.0 .96 12.5 86. Link_86 * 1059.8 664.1 1062.3 648.8 * 15. 171. AG 23. 100.0 .0 20.0 .29 2.6 87. Link_87 * 3154.1 1163.2 3137.7 1179.5 * 23. 315. AG 23. 100.0 .0 20.0 .43 3.9 88. Link_88 * 3160.3 1170.6 3163.0 1171.2 * 3. 76. AG 12. 100.0 .0 20.0 .05 .4 89. Link_89 * 3164.6 1169.8 3176.0 1165.0 * 12. 113. AG 23. 100.0 .0 20.0 .23 2.1 PAGE 3


JOB: Existing NOx RUN: NOx - EXISTING DATE : 6/15/ 9 TIME : 12:30:39 61. Link_61 * 90 45 3.0 1300 1600 8.70 1 3 62. Link_62 * 90 45 3.0 145 1600 8.70 1 3 63. Link_63 * 90 45 3.0 1212 1600 8.70 1 3 64. Link_64 * 90 45 3.0 1330 1600 8.70 1 3 65. Link_65 * 90 45 3.0 74 1600 8.70 1 3 66. Link_66 * 90 45 3.0 1314 1600 8.70 1 3 67. Link_67 * 90 45 3.0 1207 1600 8.70 1 3 68. Link_68 * 90 45 3.0 50 1600 8.70 1 3 69. Link_69 * 90 45 3.0 1314 1600 8.70 1 3 70. Link_70 * 90 45 3.0 23 1600 8.70 1 3 71. Link_71 * 90 45 3.0 1172 1600 8.70 1 3 72. Link_72 * 90 45 3.0 537 1600 8.70 1 3 73. Link_73 * 90 45 3.0 1354 1600 8.70 1 3 74. Link_74 * 90 45 3.0 904 1600 8.70 1 3 75. Link_75 * 90 45 3.0 513 1600 8.70 1 3 76. Link_76 * 90 45 3.0 351 1600 8.70 1 3 77. Link_77 * 90 45 3.0 1609 1600 8.70 1 3 78. Link_78 * 90 45 3.0 446 1600 8.70 1 3 79. Link_79 * 90 45 3.0 377 1600 8.70 1 3 80. Link_80 * 90 45 3.0 2105 1600 8.70 1 3 81. Link_81 * 90 45 3.0 123 1600 8.70 1 3 82. Link_82 * 90 45 3.0 576 1600 8.70 1 3 83. Link_83 * 90 45 3.0 116 1600 8.70 1 3 84. Link_84 * 90 45 3.0 2263 1600 8.70 1 3 85. Link_85 * 90 45 3.0 1360 1600 8.70 1 3 86. Link_86 * 90 45 3.0 412 1600 8.70 1 3 87. Link_87 * 90 45 3.0 619 1600 8.70 1 3 88. Link_88 * 90 45 3.0 36 1600 8.70 1 3 89. Link_89 * 90 45 3.0 330 1600 8.70 1 3


JOB: Existing NOx RUN: NOx - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 14. 14. 11. 12. 10. 11. 8. 12. 10. 11. 8. 7. 7. 6. 8. 6. 7. 9. 5. 4. 10. * 9. 12. 7. 8. 6. 10. 6. 10. 12. 11. 8. 8. 7. 6. 7. 5. 6. 9. 5. 5. 20. * 7. 7. 6. 4. 3. 9. 3. 9. 15. 9. 11. 10. 8. 7. 7. 6. 5. 8. 5. 5. 30. * 6. 3. 6. 3. 2. 4. 2. 5. 14. 6. 13. 11. 10. 8. 7. 5. 5. 8. 4. 4. 40. * 6. 3. 5. 3. 2. 2. 2. 2. 9. 2. 11. 7. 12. 10. 9. 6. 5. 10. 5. 4. 50. * 6. 2. 5. 3. 2. 1. 2. 1. 4. 1. 5. 2. 9. 7. 10. 9. 6. 11. 7. 6. 60. * 6. 2. 5. 3. 2. 2. 2. 1. 1. 1. 1. 1. 3. 2. 5. 12. 9. 7. 10. 9. 70. * 6. 2. 5. 3. 2. 2. 4. 1. 1. 3. 1. 3. 1. 3. 2. 8. 8. 3. 8. 9. 80. * 6. 2. 5. 3. 3. 3. 20. 6. 4. 18. 7. 18. 8. 20. 16. 8. 6. 20. 17. 24. 90. * 6. 3. 6. 4. 12. 13. 50. 25. 18. 46. 26. 47. 30. 55. 47. 21. 18. 57. 46. 59. 100. * 8. 10. 10. 13. 35. 34. 64. 45. 36. 60. 43. 66. 49. 78. 69. 39. 35. 75. 65. 71. 110. * 17. 26. 25. 31. 53. 45. 62. 48. 43. 66. 51. 75. 59. 83. 72. 49. 46. 68. 61. 57. 120. * 33. 40. 40. 44. 53. 42. 61. 47. 46. 71. 56. 80. 62. 76. 64. 51. 46. 53. 49. 47. 130. * 43. 42. 48. 46. 45. 41. 63. 51. 51. 76. 59. 77. 58. 67. 53. 46. 38. 46. 42. 43. 140. * 45. 37. 48. 41. 43. 45. 67. 55. 52. 73. 55. 69. 51. 62. 48. 40. 32. 44. 40. 43. 150. * 43. 37. 44. 39. 48. 49. 71. 57. 47. 67. 50. 65. 49. 60. 44. 37. 30. 43. 39. 42. 160. * 39. 40. 42. 42. 51. 47. 68. 52. 44. 64. 49. 63. 48. 56. 43. 34. 29. 43. 39. 42. 170. * 37. 38. 41. 41. 48. 44. 64. 49. 44. 64. 48. 63. 48. 53. 43. 34. 29. 43. 40. 43. 180. * 34. 35. 37. 37. 45. 43. 62. 49. 44. 64. 48. 62. 46. 52. 43. 32. 29. 43. 40. 42. 190. * 31. 34. 34. 36. 44. 42. 63. 48. 43. 64. 48. 63. 44. 52. 44. 35. 31. 44. 42. 45. 200. * 33. 35. 35. 37. 45. 43. 64. 50. 44. 66. 49. 65. 44. 54. 46. 37. 34. 48. 46. 51. 210. * 34. 37. 37. 38. 46. 46. 65. 53. 48. 69. 51. 68. 47. 58. 51. 42. 40. 53. 53. 59. 220. * 39. 41. 41. 43. 51. 51. 70. 58. 51. 75. 55. 72. 52. 64. 57. 48. 43. 61. 59. 64. 230. * 44. 47. 48. 50. 59. 58. 80. 66. 56. 85. 60. 79. 59. 73. 64. 41. 27. 63. 46. 45. 240. * 39. 43. 47. 48. 66. 58. 97. 69. 49. 93. 54. 80. 47. 64. 44. 18. 11. 38. 20. 20. 250. * 17. 19. 23. 24. 40. 30. 79. 39. 21. 61. 24. 44. 19. 28. 17. 8. 7. 17. 9. 10. 260. * 6. 7. 7. 7. 11. 9. 27. 11. 8. 17. 8. 13. 8. 10. 9. 7. 7. 12. 8. 9. 270. * 7. 7. 6. 6. 6. 6. 7. 6. 7. 7. 7. 7. 8. 8. 10. 8. 8. 12. 9. 10. 280. * 14. 9. 10. 8. 7. 7. 7. 7. 8. 7. 8. 8. 9. 9. 11. 9. 9. 13. 10. 10. 290. * 31. 15. 20. 14. 9. 9. 7. 8. 8. 8. 8. 8. 10. 10. 12. 9. 10. 14. 11. 12. 300. * 33. 24. 28. 22. 13. 11. 8. 8. 8. 7. 8. 8. 9. 9. 11. 8. 9. 14. 12. 13. 310. * 20. 27. 21. 24. 16. 13. 10. 10. 9. 7. 7. 7. 7. 7. 9. 6. 7. 11. 8. 11. 320. * 14. 22. 13. 18. 16. 13. 11. 11. 10. 9. 9. 7. 7. 6. 7. 5. 6. 8. 6. 7. 330. * 15. 15. 13. 13. 14. 15. 12. 10. 10. 8. 9. 8. 8. 6. 6. 5. 5. 8. 4. 4. 340. * 18. 12. 15. 11. 11. 16. 12. 12. 9. 8. 8. 7. 9. 7. 7. 6. 5. 7. 4. 4. 350. * 18. 13. 15. 12. 10. 14. 9. 13. 9. 8. 8. 7. 8. 7. 8. 7. 6. 8. 4. 4. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 45. 47. 48. 50. 66. 58. 97. 69. 56. 93. 60. 80. 62. 83. 72. 51. 46. 75. 65. 71. DEGR. * 140 230 140 230 240 240 240 240 230 240 230 120 120 110 110 120 110 100 100 100


JOB: Existing NOx RUN: NOx - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 5. 4. 4. 4. 10. * 6. 5. 4. 4. 20. * 6. 6. 5. 5. 30. * 5. 5. 5. 6. 40. * 4. 4. 4. 5. 50. * 6. 5. 5. 4. 60. * 7. 7. 7. 6. 70. * 6. 6. 6. 6. 80. * 10. 11. 20. 8. 90. * 33. 36. 52. 28. 100. * 52. 54. 61. 46. 110. * 52. 48. 48. 42. 120. * 42. 38. 41. 33. 130. * 35. 34. 39. 29. 140. * 33. 33. 37. 29. 150. * 32. 32. 37. 28. 160. * 33. 32. 37. 28. 170. * 33. 32. 37. 28. 180. * 32. 32. 38. 31. 190. * 36. 37. 43. 36. 200. * 42. 45. 52. 43. 210. * 48. 49. 56. 39. 220. * 46. 39. 45. 23. 230. * 26. 20. 24. 13. 240. * 11. 11. 13. 10. 250. * 8. 9. 9. 11. 260. * 9. 10. 10. 12. 270. * 9. 10. 11. 12. 280. * 10. 11. 12. 13. 290. * 12. 13. 13. 15. 300. * 12. 15. 16. 17. 310. * 9. 12. 16. 15. 320. * 6. 7. 10. 9. 330. * 5. 5. 5. 5. 340. * 4. 4. 4. 4. 350. * 4. 4. 4. 4. ------*------------------------ MAX * 52. 54. 61. 46. DEGR. * 100 100 100 100 THE HIGHEST CONCENTRATION OF 97. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing NOx RUN: NOx - EXISTING METEOROLOGICAL VARIABLES U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing NOx RUN: NOx - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 8. 8. 6. 7. 5. 6. 5. 7. 5. 6. 4. 4. 4. 4. 4. 3. 4. 5. 3. 2. 10. * 5. 6. 4. 4. 3. 6. 3. 6. 7. 6. 5. 4. 4. 3. 4. 3. 3. 5. 3. 3. 20. * 4. 4. 3. 2. 2. 5. 2. 5. 8. 5. 6. 5. 4. 3. 4. 3. 3. 4. 3. 3. 30. * 4. 2. 3. 2. 1. 2. 1. 3. 7. 3. 7. 5. 5. 4. 4. 3. 3. 5. 2. 2. 40. * 3. 1. 3. 2. 1. 1. 1. 1. 5. 1. 6. 4. 6. 5. 5. 3. 3. 5. 2. 2. 50. * 3. 1. 3. 2. 1. 1. 1. 1. 2. 1. 2. 1. 5. 4. 5. 5. 3. 6. 4. 3. 60. * 3. 1. 3. 2. 1. 1. 1. 1. 1. 1. 1. 0. 1. 1. 3. 6. 5. 4. 5. 5. 70. * 3. 1. 3. 2. 1. 1. 2. 1. 1. 2. 1. 1. 1. 1. 1. 5. 4. 2. 4. 5. 80. * 3. 1. 3. 2. 2. 1. 11. 3. 2. 10. 4. 10. 4. 11. 8. 4. 3. 11. 9. 13. 90. * 3. 2. 3. 2. 7. 7. 28. 13. 10. 25. 14. 25. 16. 30. 25. 11. 9. 30. 24. 32. 100. * 4. 5. 6. 7. 19. 19. 35. 24. 20. 33. 23. 36. 26. 43. 38. 21. 19. 41. 35. 38. 110. * 9. 14. 14. 17. 29. 24. 34. 26. 23. 36. 27. 42. 32. 46. 40. 27. 25. 37. 33. 31. 120. * 18. 21. 22. 24. 29. 23. 34. 26. 25. 39. 31. 44. 34. 42. 35. 28. 25. 30. 27. 26. 130. * 23. 23. 26. 25. 25. 23. 35. 28. 28. 42. 33. 43. 32. 37. 30. 25. 21. 25. 23. 24. 140. * 25. 20. 26. 22. 24. 25. 37. 30. 28. 41. 30. 39. 29. 35. 27. 22. 18. 24. 22. 24. 150. * 23. 20. 24. 21. 26. 27. 39. 31. 26. 38. 28. 36. 27. 34. 25. 20. 17. 24. 22. 23. 160. * 22. 22. 23. 23. 28. 26. 38. 29. 25. 36. 27. 36. 27. 32. 24. 19. 16. 24. 22. 24. 170. * 21. 21. 22. 23. 27. 24. 36. 27. 24. 36. 27. 35. 27. 30. 24. 19. 16. 24. 22. 24. 180. * 18. 19. 20. 21. 25. 24. 35. 27. 24. 36. 27. 35. 26. 29. 24. 18. 16. 24. 22. 23. 190. * 17. 19. 19. 20. 24. 23. 36. 27. 24. 36. 27. 36. 25. 29. 25. 19. 17. 25. 23. 25. 200. * 18. 19. 19. 20. 25. 24. 36. 28. 25. 37. 27. 37. 24. 30. 25. 20. 18. 27. 25. 28. 210. * 18. 20. 20. 21. 25. 25. 37. 29. 27. 39. 28. 38. 26. 32. 28. 23. 22. 29. 29. 32. 220. * 21. 22. 22. 23. 28. 28. 39. 32. 28. 42. 30. 40. 29. 35. 31. 26. 23. 34. 32. 35. 230. * 23. 26. 26. 27. 32. 31. 44. 36. 31. 47. 33. 44. 32. 40. 35. 22. 14. 34. 25. 24. 240. * 21. 23. 25. 26. 35. 31. 53. 37. 27. 50. 29. 43. 25. 34. 24. 10. 6. 20. 11. 11. 250. * 9. 10. 12. 12. 21. 16. 43. 21. 11. 33. 13. 24. 10. 15. 9. 4. 4. 9. 5. 5. 260. * 4. 4. 4. 4. 6. 4. 14. 6. 4. 9. 4. 7. 4. 5. 5. 3. 4. 6. 4. 4. 270. * 4. 3. 3. 3. 3. 3. 4. 3. 4. 4. 4. 4. 4. 4. 5. 4. 4. 6. 5. 5. 280. * 8. 4. 5. 4. 4. 4. 4. 4. 4. 4. 4. 4. 5. 5. 6. 4. 5. 6. 5. 6. 290. * 17. 8. 11. 7. 5. 5. 4. 4. 4. 4. 5. 5. 5. 5. 6. 5. 5. 7. 6. 7. 300. * 18. 13. 15. 12. 7. 6. 4. 4. 4. 4. 4. 4. 4. 5. 6. 4. 4. 7. 6. 7. 310. * 11. 15. 12. 13. 9. 7. 5. 5. 5. 4. 4. 3. 4. 4. 4. 3. 4. 6. 4. 6. 320. * 8. 12. 7. 10. 9. 7. 6. 6. 6. 5. 5. 4. 4. 3. 4. 3. 3. 5. 3. 4. 330. * 9. 8. 7. 7. 8. 8. 6. 5. 5. 4. 5. 4. 4. 3. 4. 3. 3. 4. 2. 2. 340. * 10. 6. 8. 6. 6. 9. 6. 6. 5. 4. 4. 4. 5. 4. 4. 3. 3. 4. 2. 2. 350. * 10. 7. 8. 7. 5. 7. 5. 7. 5. 5. 4. 4. 4. 4. 4. 4. 3. 4. 2. 2. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 25. 26. 26. 27. 35. 31. 53. 37. 31. 50. 33. 44. 34. 46. 40. 28. 25. 41. 35. 38. DEGR. * 140 230 140 230 240 240 240 240 230 240 230 120 120 110 110 120 120 100 100 100


JOB: Existing NOx RUN: NOx - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing NOx RUN: NOx - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 4. 4. 3. 4. 3. 3. 2. 4. 3. 3. 2. 2. 2. 2. 2. 2. 2. 3. 1. 1. 10. * 3. 3. 2. 2. 2. 3. 2. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 1. 20. * 2. 2. 2. 1. 1. 3. 1. 3. 4. 3. 3. 3. 2. 2. 2. 2. 2. 2. 1. 1. 30. * 2. 1. 2. 1. 1. 1. 1. 1. 4. 2. 4. 3. 3. 2. 2. 2. 2. 2. 1. 1. 40. * 2. 1. 2. 1. 1. 1. 1. 0. 3. 1. 3. 2. 3. 3. 2. 2. 2. 3. 1. 1. 50. * 2. 1. 2. 1. 1. 0. 0. 0. 1. 0. 1. 1. 3. 2. 3. 3. 2. 3. 2. 2. 60. * 2. 1. 2. 1. 1. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 3. 3. 2. 3. 2. 70. * 2. 1. 2. 1. 1. 0. 1. 0. 0. 1. 0. 1. 0. 1. 1. 2. 2. 1. 2. 2. 80. * 2. 1. 2. 1. 1. 1. 5. 2. 1. 5. 2. 5. 2. 6. 4. 2. 1. 6. 4. 7. 90. * 2. 1. 2. 1. 4. 3. 14. 7. 5. 13. 7. 13. 8. 16. 13. 6. 5. 16. 13. 17. 100. * 2. 3. 3. 4. 10. 10. 19. 13. 10. 17. 12. 19. 14. 23. 20. 11. 10. 21. 18. 20. 110. * 5. 7. 7. 9. 15. 13. 18. 14. 12. 19. 14. 22. 17. 24. 21. 14. 13. 20. 17. 17. 120. * 10. 11. 11. 13. 15. 12. 18. 14. 13. 21. 17. 24. 18. 22. 19. 14. 13. 16. 14. 14. 130. * 12. 12. 14. 14. 13. 12. 19. 15. 15. 23. 17. 23. 17. 20. 16. 13. 11. 14. 12. 13. 140. * 13. 10. 14. 12. 13. 13. 20. 16. 15. 22. 16. 21. 15. 19. 14. 11. 9. 13. 12. 13. 150. * 12. 11. 13. 11. 14. 14. 21. 17. 14. 20. 15. 20. 14. 18. 13. 11. 9. 13. 12. 13. 160. * 12. 12. 12. 12. 15. 14. 20. 15. 13. 19. 14. 19. 14. 17. 13. 10. 8. 13. 12. 13. 170. * 11. 11. 12. 12. 14. 13. 19. 15. 13. 19. 14. 19. 14. 16. 13. 10. 9. 13. 12. 13. 180. * 10. 10. 11. 11. 13. 13. 19. 15. 13. 19. 14. 19. 14. 16. 13. 10. 8. 13. 12. 12. 190. * 9. 10. 10. 10. 13. 12. 19. 14. 13. 19. 14. 19. 13. 16. 13. 10. 9. 13. 12. 13. 200. * 9. 10. 10. 11. 13. 13. 19. 15. 13. 20. 15. 20. 13. 16. 14. 11. 10. 14. 13. 15. 210. * 10. 11. 11. 11. 14. 13. 20. 16. 14. 21. 15. 20. 14. 17. 15. 12. 11. 16. 15. 17. 220. * 11. 12. 12. 12. 15. 15. 21. 17. 15. 22. 16. 21. 15. 19. 17. 14. 12. 18. 17. 18. 230. * 12. 13. 13. 14. 17. 16. 23. 19. 16. 25. 17. 23. 17. 21. 18. 11. 7. 18. 13. 13. 240. * 11. 12. 13. 13. 18. 16. 28. 19. 14. 27. 15. 23. 13. 18. 12. 5. 3. 11. 6. 6. 250. * 4. 5. 6. 6. 11. 8. 22. 11. 6. 17. 6. 12. 5. 8. 5. 2. 2. 5. 2. 3. 260. * 1. 2. 2. 2. 3. 2. 7. 3. 2. 5. 2. 4. 2. 3. 3. 2. 2. 3. 2. 2. 270. * 2. 2. 2. 2. 1. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 280. * 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 3. 3. 3. 3. 290. * 8. 4. 6. 3. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 3. 2. 3. 4. 3. 3. 300. * 9. 7. 8. 6. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 2. 4. 3. 4. 310. * 6. 8. 6. 7. 4. 3. 3. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 3. 320. * 4. 6. 4. 5. 5. 4. 3. 3. 3. 2. 3. 2. 2. 2. 2. 2. 2. 2. 1. 2. 330. * 4. 4. 3. 4. 4. 4. 3. 3. 3. 2. 3. 2. 2. 2. 2. 1. 1. 2. 1. 1. 340. * 5. 4. 4. 3. 3. 4. 3. 3. 3. 2. 2. 2. 2. 2. 2. 2. 1. 2. 1. 1. 350. * 5. 4. 4. 4. 3. 4. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 1. 1. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 13. 13. 14. 14. 18. 16. 28. 19. 16. 27. 17. 24. 18. 24. 21. 14. 13. 21. 18. 20. DEGR. * 140 230 130 230 240 230 240 230 230 240 230 120 120 110 110 120 110 100 100 100


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: Existing PM RUN: PM - EXISTING DATE : 6/16/ 9 TIME : 7: 2: 1 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = .0 CM/S VD = .0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.9 185.9 1060.2 665.3 * 485. 351. AG 412. .0 .0 20.0 2. Link_2 * 1060.2 665.3 1015.4 948.4 * 287. 351. AG 650. .0 .0 20.0 3. Link_3 * 1015.4 948.4 921.0 1249.3 * 315. 343. AG 404. .0 .0 20.0 4. Link_4 * 921.0 1249.3 828.5 1456.7 * 227. 336. AG 446. .0 .0 20.0 5. Link_5 * 828.5 1456.7 678.1 1802.5 * 377. 336. AG 613. .0 .0 20.0 6. Link_6 * 678.1 1802.5 646.3 2118.3 * 317. 354. AG 537. .0 .0 20.0 7. Link_7 * 638.8 2117.4 668.7 1800.6 * 318. 175. AG 904. .0 .0 20.0 8. Link_8 * 668.7 1800.6 815.4 1451.1 * 379. 157. AG 1609. .0 .0 20.0 9. Link_9 * 815.4 1451.1 904.2 1248.4 * 221. 156. AG 1968. .0 .0 20.0 10. Link_10 * 904.2 1248.4 1005.1 946.5 * 318. 162. AG 2105. .0 .0 20.0 11. Link_11 * 1005.1 946.5 1051.8 662.5 * 288. 171. AG 2293. .0 .0 20.0 12. Link_12 * 1051.8 662.5 1126.6 188.7 * 480. 171. AG 2937. .0 .0 20.0 13. Link_13 * 1037.8 397.1 1417.2 614.8 * 437. 60. AG 5100. .0 .0 20.0 14. Link_14 * 1417.2 614.8 2279.6 867.1 * 899. 74. AG 5100. .0 .0 20.0 15. Link_15 * 2279.6 867.1 2715.1 914.8 * 438. 84. AG 5100. .0 .0 20.0 16. Link_16 * 2715.1 914.8 3098.2 967.1 * 387. 82. AG 5100. .0 .0 20.0 17. Link_17 * 3098.2 967.1 3548.6 1183.9 * 500. 64. AG 5100. .0 .0 20.0 18. Link_18 * 3532.7 1212.8 3054.3 1061.5 * 502. 252. AG 5100. .0 .0 20.0 19. Link_19 * 3054.3 1061.5 2514.2 988.6 * 545. 262. AG 5100. .0 .0 20.0 20. Link_20 * 2514.2 988.6 2204.0 913.8 * 319. 256. AG 5100. .0 .0 20.0 21. Link_21 * 2204.0 913.8 1711.5 765.3 * 514. 253. AG 5100. .0 .0 20.0 22. Link_22 * 1711.5 765.3 1402.2 655.9 * 328. 251. AG 5100. .0 .0 20.0 23. Link_23 * 1402.2 655.9 1020.1 439.1 * 439. 240. AG 5100. .0 .0 20.0 24. Link_24 * 2273.1 866.2 2618.9 888.6 * 346. 86. AG 988. .0 .0 20.0 25. Link_25 * 2618.9 888.6 2981.4 754.0 * 387. 110. AG 988. .0 .0 20.0 26. Link_26 * 2981.4 754.0 3188.8 459.7 * 360. 145. AG 988. .0 .0 20.0 27. Link_27 * 3220.6 483.1 3072.0 775.5 * 328. 333. AG 988. .0 .0 20.0 28. Link_28 * 3072.0 775.5 2845.9 946.5 * 284. 307. AG 988. .0 .0 20.0 29. Link_29 * 2845.9 946.5 2559.0 969.9 * 288. 275. AG 988. .0 .0 20.0 30. Link_30 * 2559.0 969.9 2208.6 915.7 * 355. 261. AG 988. .0 .0 20.0 31. Link_31 * 3531.8 1213.8 3244.9 1072.7 * 320. 244. AG 988. .0 .0 20.0 32. Link_32 * 3244.9 1072.7 3109.4 857.8 * 254. 212. AG 988. .0 .0 20.0 33. Link_33 * 3109.4 857.8 3107.6 659.7 * 198. 181. AG 988. .0 .0 20.0 34. Link_34 * 3107.6 659.7 3184.2 467.2 * 207. 158. AG 988. .0 .0 20.0 35. Link_35 * 3249.6 491.5 3181.4 716.7 * 235. 343. AG 988. .0 .0 20.0 36. Link_36 * 3181.4 716.7 3242.1 955.0 * 246. 14. AG 988. .0 .0 20.0 37. Link_37 * 3242.1 955.0 3542.1 1182.9 * 377. 53. AG 988. .0 .0 20.0


38. Link_38 * 3426.2 1058.7 3162.7 1171.7 * 287. 293. AG 474. .0 .0 14.0 39. Link_39 * 3162.7 1171.7 3101.0 1229.7 * 85. 313. AG 209. .0 .0 14.0 40. Link_40 * 3101.0 1229.7 2900.1 1689.4 * 502. 336. AG 145. .0 .0 14.0 41. Link_41 * 2892.6 1685.7 3087.9 1227.8 * 498. 157. AG 264. .0 .0 14.0 42. Link_42 * 3087.9 1227.8 3157.1 1160.5 * 96. 134. AG 619. .0 .0 14.0 43. Link_43 * 3157.1 1160.5 3418.7 1048.4 * 285. 113. AG 627. .0 .0 14.0 44. Link_44 * 2895.4 1696.9 2661.8 1622.1 * 245. 252. AG 1330. .0 .0 16.0 45. Link_45 * 2661.8 1622.1 1900.4 1931.4 * 822. 292. AG 1207. .0 .0 16.0 46. Link_46 * 1900.4 1931.4 1150.9 1995.9 * 752. 275. AG 1084. .0 .0 16.0 47. Link_47 * 1150.9 1995.9 639.8 2137.9 * 530. 286. AG 1172. .0 .0 16.0 48. Link_48 * 636.9 2129.5 1153.7 1990.3 * 535. 105. AG 1084. .0 .0 16.0 49. Link_49 * 1153.7 1990.3 1901.3 1923.1 * 751. 95. AG 1314. .0 .0 16.0 50. Link_50 * 1901.3 1923.1 2660.9 1613.7 * 820. 112. AG 1314. .0 .0 16.0 51. Link_51 * 2660.9 1613.7 2889.8 1685.7 * 240. 73. AG 1212. .0 .0 16.0 52. Link_52 * 2660.0 1611.8 2661.8 1559.5 * 52. 178. AG 139. .0 .0 12.0 53. Link_53 * 2661.8 1559.5 1252.7 711.1 * 1645. 239. AG 139. .0 .0 12.0 54. Link_54 * 1252.7 711.1 1021.9 952.2 * 334. 316. AG 123. .0 .0 12.0 55. Link_55 * 1017.3 944.7 1249.0 703.6 * 334. 136. AG 131. .0 .0 12.0 56. Link_56 * 1249.0 703.6 2669.3 1557.7 * 1657. 59. AG 131. .0 .0 12.0 57. Link_57 * 2669.3 1557.7 2665.6 1617.5 * 60. 356. AG 74. .0 .0 12.0 58. Link_58 * 3477.1 1235.9 3157.9 1169.7 * 326. 258. AG 126. .0 .0 14.0 59. Link_59 * 3157.9 1169.7 3011.6 1076.3 * 174. 237. AG 126. .0 .0 14.0 60. Link_60 * 3011.6 1076.3 2517.1 989.7 * 502. 260. AG 126. .0 .0 14.0 61. Link_61 * 2897.9 1697.8 2952.0 1730.4 * 63. 59. AG 7. 100.0 .0 20.0 .91 10.5 62. Link_62 * 2899.9 1688.4 2902.1 1683.5 * 5. 155. AG 7. 100.0 .0 20.0 .10 .9 63. Link_63 * 2889.0 1686.1 2840.2 1670.0 * 51. 252. AG 7. 100.0 .0 20.0 .85 8.6 64. Link_64 * 2663.1 1623.8 2728.6 1644.4 * 69. 72. AG 7. 100.0 .0 20.0 .94 11.4 65. Link_65 * 2665.9 1615.6 2666.2 1610.1 * 6. 177. AG 4. 100.0 .0 20.0 .10 .9 66. Link_66 * 2659.3 1615.2 2598.5 1640.0 * 66. 292. AG 7. 100.0 .0 20.0 .92 10.9 67. Link_67 * 1902.8 1930.2 1949.8 1911.3 * 51. 112. AG 7. 100.0 .0 20.0 .85 8.4 68. Link_68 * 1898.5 1919.3 1897.2 1915.8 * 4. 200. AG 4. 100.0 .0 15.0 .07 .6 69. Link_69 * 1897.7 1924.4 1832.3 1928.9 * 66. 274. AG 7. 100.0 .0 20.0 .92 10.9 70. Link_70 * 642.5 2142.8 643.0 2144.4 * 2. 17. AG 4. 100.0 .0 15.0 .03 .3 71. Link_71 * 641.3 2138.5 686.9 2125.5 * 47. 106. AG 7. 100.0 .0 20.0 .82 7.9 72. Link_72 * 645.6 2116.7 647.7 2096.7 * 20. 174. AG 7. 100.0 .0 20.0 .38 3.3 73. Link_73 * 626.1 2141.6 552.4 2145.0 * 74. 273. AG 7. 100.0 .0 20.0 .95 12.3 74. Link_74 * 669.0 1803.7 665.6 1837.4 * 34. 354. AG 7. 100.0 .0 20.0 .64 5.7 75. Link_75 * 679.1 1800.2 686.6 1782.5 * 19. 157. AG 7. 100.0 .0 20.0 .36 3.2 76. Link_76 * 666.6 1799.0 654.6 1793.8 * 13. 247. AG 7. 100.0 .0 15.0 .25 2.2 77. Link_77 * 813.0 1456.8 660.0 1809.1 * 384. 337. AG 7. 100.0 .0 20.0 1.13 64.0 78. Link_78 * 829.4 1454.8 836.1 1439.5 * 17. 156. AG 7. 100.0 .0 20.0 .31 2.8 79. Link_79 * 809.9 1448.2 797.2 1442.1 * 14. 244. AG 7. 100.0 .0 15.0 .26 2.3 80. Link_80 * 1003.4 949.1 652.9 2055.4 * 1161. 342. AG 7. 100.0 .0 20.0 1.48 193.4 81. Link_81 * 1016.2 945.6 1025.4 944.5 * 9. 97. AG 4. 100.0 .0 15.0 .17 1.5 82. Link_82 * 1015.8 944.0 1019.2 922.7 * 22. 171. AG 7. 100.0 .0 20.0 .41 3.6 83. Link_83 * 1002.6 946.0 994.5 942.8 * 9. 249. AG 4. 100.0 .0 20.0 .16 1.5 84. Link_84 * 1040.4 734.5 1257.7 -656.5 * 1408. 171. AG 7. 100.0 .0 20.0 1.59 234.7 85. Link_85 * 1061.4 666.0 1136.1 674.4 * 75. 84. AG 7. 100.0 .0 20.0 .96 12.5 86. Link_86 * 1059.8 664.1 1062.3 648.8 * 15. 171. AG 7. 100.0 .0 20.0 .29 2.6 87. Link_87 * 3154.1 1163.2 3137.7 1179.5 * 23. 315. AG 7. 100.0 .0 20.0 .43 3.9 88. Link_88 * 3160.3 1170.6 3163.0 1171.2 * 3. 76. AG 4. 100.0 .0 20.0 .05 .4 89. Link_89 * 3164.6 1169.8 3176.0 1165.0 * 12. 113. AG 7. 100.0 .0 20.0 .23 2.1 PAGE 3


JOB: Existing PM RUN: PM - EXISTING DATE : 6/16/ 9 TIME : 7: 2: 1 61. Link_61 * 90 45 3.0 1300 1600 2.68 1 3 62. Link_62 * 90 45 3.0 145 1600 2.68 1 3 63. Link_63 * 90 45 3.0 1212 1600 2.68 1 3 64. Link_64 * 90 45 3.0 1330 1600 2.68 1 3 65. Link_65 * 90 45 3.0 74 1600 2.68 1 3 66. Link_66 * 90 45 3.0 1314 1600 2.68 1 3 67. Link_67 * 90 45 3.0 1207 1600 2.68 1 3 68. Link_68 * 90 45 3.0 50 1600 2.68 1 3 69. Link_69 * 90 45 3.0 1314 1600 2.68 1 3 70. Link_70 * 90 45 3.0 23 1600 2.68 1 3 71. Link_71 * 90 45 3.0 1172 1600 2.68 1 3 72. Link_72 * 90 45 3.0 537 1600 2.68 1 3 73. Link_73 * 90 45 3.0 1354 1600 2.68 1 3 74. Link_74 * 90 45 3.0 904 1600 2.68 1 3 75. Link_75 * 90 45 3.0 513 1600 2.68 1 3 76. Link_76 * 90 45 3.0 351 1600 2.68 1 3 77. Link_77 * 90 45 3.0 1609 1600 2.68 1 3 78. Link_78 * 90 45 3.0 446 1600 2.68 1 3 79. Link_79 * 90 45 3.0 377 1600 2.68 1 3 80. Link_80 * 90 45 3.0 2105 1600 2.68 1 3 81. Link_81 * 90 45 3.0 123 1600 2.68 1 3 82. Link_82 * 90 45 3.0 576 1600 2.68 1 3 83. Link_83 * 90 45 3.0 116 1600 2.68 1 3 84. Link_84 * 90 45 3.0 2263 1600 2.68 1 3 85. Link_85 * 90 45 3.0 1360 1600 2.68 1 3 86. Link_86 * 90 45 3.0 412 1600 2.68 1 3 87. Link_87 * 90 45 3.0 619 1600 2.68 1 3 88. Link_88 * 90 45 3.0 36 1600 2.68 1 3 89. Link_89 * 90 45 3.0 330 1600 2.68 1 3


JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 2. 2. 1. 2. 2. 1. 1. 2. 1. 1. 0. 0. 0. 0. 0. 1. 1. 1. 1. 0. 10. * 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 0. 1. 0. 0. 0. 0. 1. 1. 1. 0. 20. * 0. 1. 0. 0. 0. 2. 0. 1. 2. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 30. * 0. 0. 0. 0. 0. 1. 0. 1. 2. 1. 2. 1. 1. 1. 0. 0. 0. 0. 0. 0. 40. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 1. 1. 1. 1. 0. 0. 1. 0. 0. 50. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 0. 1. 1. 1. 1. 0. 1. 1. 0. 60. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 1. 1. 70. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 0. 1. 0. 80. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 1. 0. 1. 0. 1. 1. 0. 0. 1. 1. 1. 90. * 0. 0. 0. 0. 0. 0. 3. 1. 1. 2. 1. 2. 1. 2. 2. 1. 1. 2. 2. 2. 100. * 0. 0. 1. 0. 2. 2. 3. 2. 2. 2. 2. 2. 2. 3. 3. 1. 1. 3. 3. 3. 110. * 1. 1. 1. 1. 3. 2. 2. 2. 2. 3. 2. 3. 2. 3. 3. 2. 2. 2. 2. 2. 120. * 1. 2. 2. 2. 3. 2. 2. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 130. * 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 3. 2. 3. 2. 2. 1. 2. 2. 2. 140. * 2. 2. 3. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 1. 2. 2. 2. 150. * 2. 1. 2. 2. 2. 2. 3. 2. 2. 3. 2. 2. 2. 2. 2. 2. 1. 2. 2. 2. 160. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 2. 2. 2. 1. 2. 2. 2. 170. * 2. 1. 2. 1. 2. 2. 2. 2. 2. 3. 2. 3. 2. 2. 2. 1. 1. 2. 2. 2. 180. * 1. 1. 1. 2. 2. 2. 2. 2. 2. 3. 2. 3. 2. 2. 2. 1. 1. 2. 2. 2. 190. * 1. 1. 1. 1. 2. 2. 3. 2. 2. 2. 2. 3. 2. 2. 2. 2. 1. 2. 2. 2. 200. * 1. 1. 1. 1. 2. 2. 2. 2. 2. 3. 2. 3. 2. 2. 2. 2. 2. 3. 3. 3. 210. * 1. 2. 2. 1. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 3. 3. 3. 3. 3. 4. 220. * 2. 2. 2. 2. 2. 2. 3. 3. 3. 4. 3. 4. 3. 3. 3. 3. 3. 4. 4. 4. 230. * 2. 2. 3. 3. 3. 3. 4. 3. 3. 4. 3. 4. 3. 4. 3. 3. 2. 4. 3. 3. 240. * 2. 2. 2. 2. 3. 3. 5. 3. 3. 5. 3. 4. 3. 3. 3. 2. 1. 3. 2. 2. 250. * 1. 1. 1. 1. 2. 2. 4. 2. 1. 3. 2. 2. 1. 2. 2. 1. 1. 1. 1. 1. 260. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 270. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 280. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 2. 2. 2. 290. * 3. 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 2. 2. 2. 2. 2. 300. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 2. 3. 310. * 2. 3. 2. 3. 1. 1. 0. 1. 1. 0. 0. 0. 0. 0. 1. 0. 1. 1. 1. 2. 320. * 1. 3. 1. 2. 2. 1. 1. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 1. 1. 330. * 2. 2. 1. 1. 2. 1. 1. 1. 1. 0. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 340. * 3. 1. 2. 1. 1. 2. 2. 1. 0. 0. 0. 0. 1. 1. 1. 1. 0. 0. 0. 0. 350. * 3. 1. 3. 2. 1. 2. 1. 2. 0. 1. 0. 0. 0. 0. 0. 1. 1. 1. 0. 0. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 3. 3. 3. 3. 3. 3. 5. 3. 3. 5. 3. 4. 3. 4. 3. 3. 3. 4. 4. 4. DEGR. * 300 310 140 230 240 240 240 240 230 240 230 230 230 230 230 220 210 220 220 210


JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 0. 0. 0. 0. 10. * 1. 1. 0. 0. 20. * 1. 0. 0. 1. 30. * 0. 0. 0. 1. 40. * 0. 0. 0. 0. 50. * 0. 0. 0. 0. 60. * 1. 1. 1. 1. 70. * 0. 0. 0. 0. 80. * 0. 0. 1. 0. 90. * 1. 1. 2. 1. 100. * 2. 2. 2. 2. 110. * 2. 2. 2. 2. 120. * 1. 2. 2. 1. 130. * 1. 1. 1. 1. 140. * 1. 1. 2. 1. 150. * 1. 1. 2. 1. 160. * 1. 1. 2. 1. 170. * 1. 1. 1. 1. 180. * 1. 1. 2. 2. 190. * 2. 2. 3. 3. 200. * 3. 3. 4. 4. 210. * 3. 3. 4. 4. 220. * 3. 3. 4. 3. 230. * 2. 2. 3. 1. 240. * 1. 1. 2. 1. 250. * 1. 1. 1. 1. 260. * 1. 1. 1. 2. 270. * 1. 2. 2. 2. 280. * 2. 2. 2. 2. 290. * 2. 2. 2. 3. 300. * 3. 3. 3. 4. 310. * 1. 3. 3. 3. 320. * 1. 1. 2. 1. 330. * 0. 0. 1. 0. 340. * 0. 0. 0. 0. 350. * 0. 0. 0. 0. ------*------------------------ MAX * 3. 3. 4. 4. DEGR. * 210 210 210 200 THE HIGHEST CONCENTRATION OF 5. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing PM RUN: PM - EXISTING METEOROLOGICAL VARIABLES U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 1. 1. 1. 1. 1. 1. 1. 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 10. * 0. 1. 0. 1. 0. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 20. * 0. 1. 0. 0. 0. 1. 0. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 30. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 40. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 0. 1. 1. 0. 0. 0. 0. 0. 0. 50. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 60. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 70. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 80. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 1. 90. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 1. 1. 1. 1. 1. 1. 0. 0. 1. 1. 1. 100. * 0. 0. 0. 0. 1. 1. 2. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 2. 1. 1. 110. * 0. 0. 0. 1. 2. 1. 1. 1. 1. 1. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 120. * 1. 1. 1. 1. 2. 1. 1. 1. 1. 1. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 130. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 140. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 150. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 160. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 170. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 180. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 190. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 200. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 2. 210. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 2. 1. 2. 2. 2. 2. 220. * 1. 1. 1. 1. 1. 1. 2. 2. 2. 2. 2. 2. 2. 2. 2. 1. 2. 2. 2. 2. 230. * 1. 1. 1. 1. 2. 2. 2. 2. 1. 2. 2. 2. 2. 2. 2. 1. 1. 2. 2. 2. 240. * 1. 1. 1. 1. 2. 2. 2. 2. 1. 2. 2. 2. 1. 2. 1. 1. 1. 1. 1. 1. 250. * 0. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 1. 1. 1. 1. 0. 0. 1. 1. 1. 260. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 1. 270. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. 1. 1. 1. 1. 1. 1. 280. * 1. 1. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 290. * 1. 1. 1. 0. 0. 0. 0. 0. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 300. * 2. 1. 2. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 0. 1. 1. 1. 1. 310. * 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 320. * 1. 2. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 330. * 1. 1. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 340. * 2. 1. 1. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 350. * 2. 1. 1. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 2. 2. 2. 1. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 1. 2. 2. 2. 2. DEGR. * 300 320 300 230 240 230 240 240 220 240 230 240 230 230 230 220 210 230 220 220


JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 0. 0. 0. 0. 10. * 0. 0. 0. 0. 20. * 0. 0. 0. 0. 30. * 0. 0. 0. 0. 40. * 0. 0. 0. 0. 50. * 0. 0. 0. 0. 60. * 0. 0. 0. 0. 70. * 0. 0. 0. 0. 80. * 0. 0. 0. 0. 90. * 1. 1. 1. 1. 100. * 1. 1. 1. 1. 110. * 1. 1. 1. 1. 120. * 1. 1. 1. 1. 130. * 1. 1. 1. 1. 140. * 1. 1. 1. 1. 150. * 1. 1. 1. 1. 160. * 1. 1. 1. 1. 170. * 1. 1. 1. 1. 180. * 1. 1. 1. 1. 190. * 1. 1. 2. 2. 200. * 2. 2. 2. 2. 210. * 2. 2. 2. 2. 220. * 2. 2. 2. 2. 230. * 1. 1. 2. 1. 240. * 1. 1. 1. 1. 250. * 1. 1. 0. 1. 260. * 1. 1. 1. 1. 270. * 1. 1. 1. 1. 280. * 1. 1. 1. 1. 290. * 1. 1. 1. 1. 300. * 1. 2. 2. 2. 310. * 1. 1. 2. 2. 320. * 0. 1. 1. 1. 330. * 0. 0. 0. 0. 340. * 0. 0. 0. 0. 350. * 0. 0. 0. 0. ------*------------------------ MAX * 2. 2. 2. 2. DEGR. * 220 210 200 210 THE HIGHEST CONCENTRATION OF 2. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Existing PM RUN: PM - EXISTING METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = .0 ug/m**3 JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 1. 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 10. * 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 20. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 30. * 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 40. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 50. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 60. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 70. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 80. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 90. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 1. 0. 1. 0. 1. 1. 0. 0. 1. 1. 1. 100. * 0. 0. 0. 0. 0. 0. 1. 1. 0. 1. 0. 1. 1. 1. 1. 0. 0. 1. 1. 1. 110. * 0. 0. 0. 0. 1. 1. 1. 1. 0. 1. 1. 1. 1. 1. 1. 0. 0. 1. 1. 1. 120. * 0. 0. 0. 1. 1. 0. 1. 1. 0. 1. 1. 1. 1. 1. 1. 0. 0. 1. 1. 1. 130. * 0. 0. 1. 1. 1. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 0. 1. 0. 1. 140. * 1. 0. 1. 0. 0. 0. 1. 1. 0. 1. 1. 1. 1. 1. 1. 0. 0. 1. 0. 1. 150. * 0. 0. 0. 0. 1. 0. 1. 1. 0. 1. 0. 1. 1. 1. 1. 0. 0. 1. 0. 1. 160. * 0. 0. 0. 0. 0. 0. 1. 1. 0. 1. 0. 1. 1. 1. 1. 0. 0. 1. 0. 0. 170. * 0. 0. 0. 0. 1. 0. 1. 1. 0. 1. 1. 1. 1. 1. 1. 0. 0. 1. 0. 1. 180. * 0. 0. 0. 0. 1. 0. 1. 1. 1. 1. 1. 1. 0. 1. 1. 0. 0. 1. 0. 1. 190. * 0. 0. 0. 0. 0. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 0. 1. 1. 1. 200. * 0. 0. 0. 0. 1. 0. 1. 1. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 210. * 0. 0. 0. 0. 1. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 220. * 0. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 230. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 240. * 0. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 0. 1. 1. 0. 250. * 0. 0. 0. 0. 0. 0. 1. 0. 0. 1. 0. 1. 0. 1. 0. 0. 0. 0. 0. 0. 260. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 270. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 280. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 290. * 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 1. 0. 1. 1. 300. * 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 310. * 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 320. * 0. 1. 0. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 330. * 1. 1. 0. 0. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 340. * 1. 0. 1. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 350. * 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. DEGR. * 300 310 130 310 230 230 240 230 240 230 240 240 230 230 230 210 220 220 220 220


JOB: Existing PM RUN: PM - EXISTING MODEL RESULTS REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 ------*------------------------ 0. * 0. 0. 0. 0. 10. * 0. 0. 0. 0. 20. * 0. 0. 0. 0. 30. * 0. 0. 0. 0. 40. * 0. 0. 0. 0. 50. * 0. 0. 0. 0. 60. * 0. 0. 0. 0. 70. * 0. 0. 0. 0. 80. * 0. 0. 0. 0. 90. * 0. 0. 0. 0. 100. * 0. 0. 0. 0. 110. * 0. 0. 0. 0. 120. * 0. 0. 0. 0. 130. * 0. 0. 0. 0. 140. * 0. 0. 1. 0. 150. * 0. 0. 0. 0. 160. * 0. 0. 0. 0. 170. * 0. 0. 0. 0. 180. * 0. 0. 1. 0. 190. * 1. 1. 1. 1. 200. * 1. 1. 1. 1. 210. * 1. 1. 1. 1. 220. * 1. 1. 1. 1. 230. * 1. 1. 1. 0. 240. * 0. 0. 0. 0. 250. * 0. 0. 0. 0. 260. * 0. 0. 0. 1. 270. * 0. 0. 0. 1. 280. * 1. 0. 1. 1. 290. * 1. 1. 1. 1. 300. * 1. 1. 1. 1. 310. * 0. 1. 1. 1. 320. * 0. 0. 0. 0. 330. * 0. 0. 0. 0. 340. * 0. 0. 0. 0. 350. * 0. 0. 0. 0. ------*------------------------ MAX * 1. 1. 1. 1. DEGR. * 220 210 210 200 THE HIGHEST CONCENTRATION OF 1. ug/m**3 OCCURRED AT RECEPTOR REC10.

McCormick Rankin Corporation Holly Acres Road to Moodie Drive Transitway Expansion – Existing and Future Conditions H 1

APPENDIX H

AIR QUALITY MODELLING

FUTURE CONDITIONS

INPUT AND OUTPUT DATA FOR CAL3QHC


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1 JOB: Future CO RUN: CO - FUTURE DATE : 6/15/10 TIME : 16:28:38 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = 0.0 CM/S VD = 0.0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) --------------------------------------------*--------------------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.86 185.93 1060.24 665.28 * 485. 351. AG 863. 4.3 0.0 20.0 2. Link_2 * 1060.24 665.28 1015.38 948.41 * 287. 351. AG 1361. 4.3 0.0 20.0 3. Link_3 * 1015.38 948.41 921.01 1249.30 * 315. 343. AG 821. 4.3 0.0 20.0 4. Link_4 * 921.01 1249.30 828.50 1456.74 * 227. 336. AG 907. 4.3 0.0 20.0 5. Link_5 * 828.50 1456.74 678.06 1802.47 * 377. 336. AG 1074. 4.3 0.0 20.0 6. Link_6 * 678.06 1802.47 646.29 2118.30 * 317. 354. AG 1124. 4.3 0.0 20.0 7. Link_7 * 638.81 2117.37 668.71 1800.60 * 318. 175. AG 1893. 4.3 0.0 20.0 8. Link_8 * 668.71 1800.60 815.42 1451.13 * 379. 157. AG 3271. 4.3 0.0 20.0 9. Link_9 * 815.42 1451.13 904.19 1248.36 * 221. 156. AG 4001. 4.3 0.0 20.0 10. Link_10 * 904.19 1248.36 1005.10 946.54 * 318. 162. AG 4279. 4.3 0.0 20.0 11. Link_11 * 1005.10 946.54 1051.83 662.48 * 288. 171. AG 4661. 4.3 0.0 20.0 12. Link_12 * 1051.83 662.48 1126.58 188.73 * 480. 171. AG 6149. 4.3 0.0 20.0 13. Link_13 * 1037.81 397.11 1417.18 614.82 * 437. 60. AG 10367. 4.3 0.0 20.0 14. Link_14 * 1417.18 614.82 2279.65 867.12 * 899. 74. AG 10367. 4.3 0.0 20.0 15. Link_15 * 2279.65 867.12 2715.09 914.77 * 438. 84. AG 10367. 4.3 0.0 20.0 16. Link_16 * 2715.09 914.77 3098.20 967.10 * 387. 82. AG 10367. 4.3 0.0 20.0 17. Link_17 * 3098.20 967.10 3548.59 1183.89 * 500. 64. AG 10367. 4.3 0.0 20.0 18. Link_18 * 3532.71 1212.85 3054.29 1061.48 * 502. 252. AG 10367. 4.3 0.0 20.0 19. Link_19 * 3054.29 1061.48 2514.19 988.59 * 545. 262. AG 10367. 4.3 0.0 20.0 20. Link_20 * 2514.19 988.59 2203.96 913.84 * 319. 256. AG 10367. 4.3 0.0 20.0 21. Link_21 * 2203.96 913.84 1711.53 765.27 * 514. 253. AG 10367. 4.3 0.0 20.0 22. Link_22 * 1711.53 765.27 1402.23 655.94 * 328. 251. AG 10367. 4.3 0.0 20.0 23. Link_23 * 1402.23 655.94 1020.06 439.15 * 439. 240. AG 10367. 4.3 0.0 20.0 24. Link_24 * 2273.11 866.18 2618.85 888.61 * 346. 86. AG 2008. 4.3 0.0 20.0 25. Link_25 * 2618.85 888.61 2981.40 754.05 * 387. 110. AG 2008. 4.3 0.0 20.0 26. Link_26 * 2981.40 754.05 3188.84 459.71 * 360. 145. AG 2008. 4.3 0.0 20.0 27. Link_27 * 3220.61 483.07 3072.04 775.54 * 328. 333. AG 2008. 4.3 0.0 20.0 28. Link_28 * 3072.04 775.54 2845.91 946.54 * 284. 307. AG 2008. 4.3 0.0 20.0 29. Link_29 * 2845.91 946.54 2559.04 969.90 * 288. 275. AG 2008. 4.3 0.0 20.0 30. Link_30 * 2559.04 969.90 2208.64 915.71 * 355. 261. AG 2008. 4.3 0.0 20.0 31. Link_31 * 3531.77 1213.79 3244.91 1072.69 * 320. 244. AG 2008. 4.3 0.0 20.0


32. Link_32 * 3244.91 1072.69 3109.42 857.77 * 254. 212. AG 2008. 4.3 0.0 20.0 33. Link_33 * 3109.42 857.77 3107.55 659.68 * 198. 181. AG 2008. 4.3 0.0 20.0 34. Link_34 * 3107.55 659.68 3184.17 467.19 * 207. 158. AG 2008. 4.3 0.0 20.0 35. Link_35 * 3249.58 491.48 3181.37 716.68 * 235. 343. AG 2008. 4.3 0.0 20.0 36. Link_36 * 3181.37 716.68 3242.10 954.95 * 246. 14. AG 2008. 4.3 0.0 20.0 37. Link_37 * 3242.10 954.95 3542.05 1182.95 * 377. 53. AG 2008. 4.3 0.0 20.0 38. Link_38 * 3426.18 1058.67 3162.68 1171.74 * 287. 293. AG 908. 4.3 0.0 14.0 39. Link_39 * 3162.68 1171.74 3101.01 1229.67 * 85. 313. AG 438. 4.3 0.0 14.0 40. Link_40 * 3101.01 1229.67 2900.11 1689.41 * 502. 336. AG 286. 4.3 0.0 14.0 41. Link_41 * 2892.63 1685.67 3087.92 1227.80 * 498. 157. AG 521. 4.3 0.0 14.0 42. Link_42 * 3087.92 1227.80 3157.07 1160.53 * 96. 134. AG 1296. 4.3 0.0 14.0 43. Link_43 * 3157.07 1160.53 3418.71 1048.40 * 285. 113. AG 1313. 4.3 0.0 14.0 44. Link_44 * 2895.43 1696.88 2661.83 1622.13 * 245. 252. AG 2625. 4.3 0.0 16.0 45. Link_45 * 2661.83 1622.13 1900.40 1931.41 * 822. 292. AG 2382. 4.3 0.0 16.0 46. Link_46 * 1900.40 1931.41 1150.87 1995.90 * 752. 275. AG 2204. 4.3 0.0 16.0 47. Link_47 * 1150.87 1995.90 639.75 2137.93 * 530. 286. AG 2382. 4.3 0.0 16.0 48. Link_48 * 636.94 2129.52 1153.68 1990.29 * 535. 105. AG 2270. 4.3 0.0 16.0 49. Link_49 * 1153.68 1990.29 1901.33 1923.06 * 751. 95. AG 2751. 4.3 0.0 16.0 50. Link_50 * 1901.33 1923.06 2660.90 1613.72 * 820. 112. AG 2751. 4.3 0.0 16.0 51. Link_51 * 2660.90 1613.72 2889.83 1685.67 * 240. 73. AG 2392. 4.3 0.0 16.0 52. Link_52 * 2659.96 1611.85 2661.83 1559.52 * 52. 178. AG 274. 4.3 0.0 12.0 53. Link_53 * 2661.83 1559.52 1252.73 711.07 * 1645. 239. AG 274. 4.3 0.0 12.0 54. Link_54 * 1252.73 711.07 1021.92 952.15 * 334. 316. AG 250. 4.3 0.0 12.0 55. Link_55 * 1017.25 944.67 1248.99 703.59 * 334. 136. AG 266. 4.3 0.0 12.0 56. Link_56 * 1248.99 703.59 2669.31 1557.65 * 1657. 59. AG 266. 4.3 0.0 12.0 57. Link_57 * 2669.31 1557.65 2665.57 1617.46 * 60. 356. AG 146. 4.3 0.0 12.0 58. Link_58 * 3477.09 1235.95 3163.82 1170.56 * 320. 258. AG 249. 4.3 0.0 14.0 59. Link_59 * 3204.40 1138.64 3011.55 1076.35 * 203. 252. AG 249. 4.3 0.0 14.0 60. Link_60 * 3011.55 1076.35 2517.13 989.69 * 502. 260. AG 249. 4.3 0.0 14.0 61. Link_61 * 2897.93 1697.77 4510.25 2671.98 * 1884. 59. AG 321. 100.0 0.0 20.0 1.80 314.0 62. Link_62 * 2899.87 1688.43 2904.33 1678.67 * 11. 155. AG 321. 100.0 0.0 20.0 0.20 1.8 63. Link_63 * 2888.97 1686.09 1358.85 1180.75 * 1611. 252. AG 321. 100.0 0.0 20.0 1.68 268.6 64. Link_64 * 2663.15 1623.80 4546.28 2217.75 * 1975. 72. AG 321. 100.0 0.0 20.0 1.85 329.1 65. Link_65 * 2665.88 1615.62 2666.48 1604.69 * 11. 177. AG 160. 100.0 0.0 20.0 0.21 1.8 66. Link_66 * 2659.26 1615.23 876.91 2341.10 * 1924. 292. AG 321. 100.0 0.0 20.0 1.82 320.7 67. Link_67 * 1902.77 1930.21 3592.93 1251.96 * 1821. 112. AG 321. 100.0 0.0 20.0 1.78 303.5 68. Link_68 * 1898.49 1919.31 1895.75 1911.93 * 8. 200. AG 160. 100.0 0.0 15.0 0.15 1.3 69. Link_69 * 1897.71 1924.37 -268.99 2073.37 * 2172. 274. AG 321. 100.0 0.0 20.0 1.93 362.0 70. Link_70 * 642.48 2142.79 643.48 2146.17 * 4. 17. AG 160. 100.0 0.0 15.0 0.07 0.6 71. Link_71 * 641.31 2138.51 2175.91 1700.97 * 1596. 106. AG 321. 100.0 0.0 20.0 1.68 266.0 72. Link_72 * 645.59 2116.70 649.99 2075.86 * 41. 174. AG 321. 100.0 0.0 20.0 0.77 6.8 73. Link_73 * 626.12 2141.62 -1546.55 2241.20 * 2175. 273. AG 321. 100.0 0.0 20.0 1.94 362.5 74. Link_74 * 668.95 1803.67 588.09 2628.43 * 829. 354. AG 321. 100.0 0.0 20.0 1.33 138.1 75. Link_75 * 679.07 1800.17 694.94 1763.15 * 40. 157. AG 321. 100.0 0.0 20.0 0.76 6.7 76. Link_76 * 666.62 1799.00 641.31 1788.18 * 28. 247. AG 321. 100.0 0.0 15.0 0.52 4.6 77. Link_77 * 813.01 1456.77 -376.44 4195.45 * 2986. 337. AG 321. 100.0 0.0 20.0 2.30 497.6 78. Link_78 * 829.36 1454.82 843.12 1423.76 * 34. 156. AG 321. 100.0 0.0 20.0 0.64 5.7 79. Link_79 * 809.89 1448.20 784.00 1435.76 * 29. 244. AG 321. 100.0 0.0 15.0 0.54 4.8 80. Link_80 * 1003.40 949.07 -375.00 5299.67 * 4564. 342. AG 321. 100.0 0.0 20.0 3.01 760.6 81. Link_81 * 1016.24 945.57 1034.85 943.32 * 19. 97. AG 160. 100.0 0.0 15.0 0.35 3.1 82. Link_82 * 1015.85 944.01 1023.19 897.37 * 47. 171. AG 321. 100.0 0.0 20.0 0.82 7.9 83. Link_83 * 1002.62 945.96 986.10 939.59 * 18. 249. AG 160. 100.0 0.0 20.0 0.33 3.0


84. Link_84 * 1040.38 734.54 1855.82 -4485.97 * 5284. 171. AG 321. 100.0 0.0 20.0 3.33 880.6 85. Link_85 * 1061.41 666.02 3371.98 926.73 * 2325. 84. AG 321. 100.0 0.0 20.0 2.00 387.5 86. Link_86 * 1059.85 664.07 1064.99 632.16 * 32. 171. AG 321. 100.0 0.0 20.0 0.61 5.4 87. Link_87 * 3154.11 1163.21 3109.82 1207.24 * 62. 315. AG 321. 100.0 0.0 20.0 0.91 10.4 88. Link_88 * 3160.34 1170.60 3165.81 1171.92 * 6. 76. AG 160. 100.0 0.0 20.0 0.11 0.9 89. Link_89 * 3224.36 1139.73 3248.17 1129.60 * 26. 113. AG 321. 100.0 0.0 20.0 0.49 4.3 90. Link_90 * 3504.85 1239.47 3264.77 1180.60 * 247. 256. AG 80. 0.5 0.0 9.5 91. Link_91 * 3264.77 1180.60 3219.17 1163.86 * 49. 250. AG 80. 0.5 0.0 9.5 92. Link_92 * 3219.17 1163.86 3144.15 1138.47 * 79. 251. DP 80. 0.5 0.0 9.5 93. Link_93 * 3144.15 1138.47 3034.49 1097.49 * 117. 250. AG 80. 0.5 0.0 9.5 94. Link_94 * 3034.49 1097.49 2927.73 1070.95 * 110. 256. AG 80. 0.5 0.0 9.5 95. Link_95 * 2927.73 1070.95 2487.38 1001.69 * 446. 261. AG 80. 0.5 0.0 9.5 96. Link_96 * 2487.38 1001.69 2238.64 945.71 * 255. 257. AG 80. 0.5 0.0 9.5 97. Link_97 * 2238.64 945.71 1831.18 821.63 * 426. 253. AG 80. 0.5 0.0 9.5 98. Link_98 * 1831.18 821.63 1545.51 745.45 * 296. 255. AG 80. 0.5 0.0 9.5 99. Link_99 * 1545.51 745.45 1317.54 702.74 * 232. 259. AG 80. 0.5 0.0 9.5 100. Link_100 * 1317.54 702.74 1251.75 677.35 * 71. 249. AG 80. 0.5 0.0 9.5 101. Link_101 * 1251.75 677.35 1195.77 647.33 * 64. 242. AG 80. 0.5 0.0 9.5 102. Link_102 * 1195.77 647.33 1188.84 640.41 * 10. 225. AG 80. 0.5 0.0 9.5 103. Link_103 * 1188.84 640.41 1087.85 567.11 * 125. 234. AG 80. 0.5 0.0 9.5 104. Link_104 * 1087.85 567.11 1054.37 542.87 * 41. 234. AG 80. 0.5 0.0 9.5 105. Link_105 * 1054.37 542.87 762.35 327.03 * 363. 234. AG 80. 0.5 0.0 9.5


JOB: Future CO RUN: CO - FUTURE DATE : 6/15/10 TIME : 16:28:38 61. Link_61 * 90 45 3.0 2566 1600 119.50 1 3 62. Link_62 * 90 45 3.0 286 1600 119.50 1 3 63. Link_63 * 90 45 3.0 2392 1600 119.50 1 3 64. Link_64 * 90 45 3.0 2625 1600 119.50 1 3 65. Link_65 * 90 45 3.0 146 1600 119.50 1 3 66. Link_66 * 90 45 3.0 2593 1600 119.50 1 3 67. Link_67 * 90 45 3.0 2527 1600 119.50 1 3 68. Link_68 * 90 45 3.0 105 1600 119.50 1 3 69. Link_69 * 90 45 3.0 2751 1600 119.50 1 3 70. Link_70 * 90 45 3.0 47 1600 119.50 1 3 71. Link_71 * 90 45 3.0 2382 1600 119.50 1 3 72. Link_72 * 90 45 3.0 1092 1600 119.50 1 3 73. Link_73 * 90 45 3.0 2752 1600 119.50 1 3 74. Link_74 * 90 45 3.0 1893 1600 119.50 1 3 75. Link_75 * 90 45 3.0 1074 1600 119.50 1 3 76. Link_76 * 90 45 3.0 735 1600 119.50 1 3 77. Link_77 * 90 45 3.0 3271 1600 119.50 1 3 78. Link_78 * 90 45 3.0 907 1600 119.50 1 3 79. Link_79 * 90 45 3.0 766 1600 119.50 1 3 80. Link_80 * 90 45 3.0 4279 1600 119.50 1 3 81. Link_81 * 90 45 3.0 250 1600 119.50 1 3 82. Link_82 * 90 45 3.0 1171 1600 119.50 1 3 83. Link_83 * 90 45 3.0 236 1600 119.50 1 3 84. Link_84 * 90 45 3.0 4738 1600 119.50 1 3 85. Link_85 * 90 45 3.0 2848 1600 119.50 1 3 86. Link_86 * 90 45 3.0 863 1600 119.50 1 3 87. Link_87 * 90 45 3.0 1296 1600 119.50 1 3 88. Link_88 * 90 45 3.0 75 1600 119.50 1 3 89. Link_89 * 90 45 3.0 691 1600 119.50 1 3


RECEPTOR LOCATIONS ------------------ * COORDINATES (M) * RECEPTOR * X Y Z * ---------------------------------------------*------------------------------------------* 1. Rcpt_1 * 2947.00 1470.00 1.8 * 2. Rcpt_2 * 2867.00 1415.00 1.8 * 3. Rcpt_3 * 2964.00 1417.00 1.8 * 4. Rcpt_4 * 2904.00 1387.00 1.8 * 5. Rcpt_5 * 2890.00 1291.00 1.8 * 6. Rcpt_6 * 2767.00 1294.00 1.8 * 7. Rcpt_7 * 2838.00 1172.00 1.8 * 8. Rcpt_8 * 2711.00 1234.00 1.8 * 9. Rcpt_9 * 2530.00 1257.00 1.8 * 10. Rcpt_10 * 2608.00 1142.00 1.8 * 11. Rcpt_11 * 2440.00 1204.00 1.8 * 12. Rcpt_12 * 2425.00 1117.00 1.8 * 13. Rcpt_13 * 2268.00 1170.00 1.8 * 14. Rcpt_14 * 2171.00 1074.00 1.8 * 15. Rcpt_15 * 2038.00 1085.00 1.8 * 16. Rcpt_16 * 2038.00 1242.00 1.8 * 17. Rcpt_17 * 1900.00 1256.00 1.8 * 18. Rcpt_18 * 1892.00 1042.00 1.8 * 19. Rcpt_19 * 1799.00 1085.00 1.8 * 20. Rcpt_20 * 1692.00 1021.00 1.8 * 21. Rcpt_21 * 1724.00 1136.00 1.8 * 22. Rcpt_22 * 1606.00 1103.00 1.8 * 23. Rcpt_23 * 1544.00 1017.00 1.8 * 24. Rcpt_24 * 1483.00 1142.00 1.8 * 25. Rcpt_25 * 3138.00 1294.00 1.8 *


JOB: Future CO RUN: CO - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 855. 559. 600. 498. 387. 406. 317. 367. 387. 324. 347. 303. 338. 319. 358. 461. 508. 353. 353. 325. 10. * 861. 543. 595. 492. 382. 410. 310. 371. 392. 326. 348. 306. 328. 297. 341. 443. 522. 357. 356. 328. 20. * 860. 546. 610. 501. 383. 406. 307. 370. 411. 330. 366. 318. 338. 293. 321. 418. 522. 347. 355. 332. 30. * 883. 557. 620. 512. 396. 407. 318. 370. 437. 333. 394. 344. 354. 306. 316. 403. 514. 328. 343. 326. 40. * 903. 580. 624. 532. 404. 418. 316. 376. 460. 336. 431. 369. 405. 351. 348. 417. 505. 342. 335. 316. 50. * 868. 554. 601. 494. 357. 384. 268. 342. 445. 298. 426. 341. 457. 391. 416. 501. 550. 405. 389. 360. 60. * 760. 439. 493. 388. 257. 273. 181. 231. 306. 189. 286. 218. 340. 277. 352. 591. 667. 370. 446. 407. 70. * 671. 324. 411. 294. 193. 181. 164. 151. 166. 138. 150. 133. 159. 142. 165. 374. 498. 181. 273. 255. 80. * 654. 290. 396. 272. 185. 164. 292. 166. 140. 242. 150. 228. 153. 241. 201. 178. 201. 241. 221. 280. 90. * 698. 299. 414. 279. 231. 222. 519. 299. 236. 451. 287. 457. 311. 540. 468. 241. 214. 565. 459. 594. 100. * 718. 292. 399. 279. 377. 363. 601. 441. 361. 576. 417. 647. 486. 794. 712. 391. 363. 788. 677. 753. 110. * 578. 308. 357. 326. 526. 442. 590. 465. 426. 676. 525. 780. 618. 865. 766. 517. 484. 735. 658. 648. 120. * 415. 382. 378. 419. 530. 429. 633. 495. 487. 741. 597. 829. 656. 799. 686. 541. 491. 605. 547. 550. 130. * 401. 434. 452. 479. 472. 449. 668. 545. 539. 786. 622. 800. 614. 716. 587. 492. 419. 530. 479. 509. 140. * 459. 410. 511. 447. 470. 484. 698. 580. 542. 757. 580. 726. 553. 668. 535. 436. 368. 507. 458. 497. 150. * 468. 403. 496. 426. 509. 519. 731. 590. 500. 701. 538. 682. 524. 645. 501. 405. 345. 499. 450. 490. 160. * 430. 421. 454. 443. 532. 499. 709. 544. 475. 675. 519. 668. 515. 612. 490. 382. 335. 497. 450. 489. 170. * 400. 405. 433. 433. 509. 470. 676. 524. 473. 671. 516. 662. 516. 586. 494. 379. 341. 502. 459. 504. 180. * 366. 383. 400. 407. 486. 464. 660. 525. 478. 675. 524. 669. 516. 595. 519. 395. 369. 537. 501. 546. 190. * 364. 391. 392. 409. 492. 474. 682. 541. 499. 700. 553. 703. 529. 624. 553. 438. 408. 571. 535. 579. 200. * 389. 417. 420. 437. 520. 505. 705. 573. 521. 733. 571. 733. 533. 637. 562. 452. 416. 587. 552. 605. 210. * 401. 429. 429. 447. 525. 524. 724. 597. 544. 756. 582. 753. 549. 666. 592. 476. 453. 614. 598. 666. 220. * 434. 463. 464. 483. 563. 564. 760. 632. 559. 805. 603. 779. 584. 708. 644. 532. 477. 687. 653. 711. 230. * 476. 514. 517. 541. 634. 617. 844. 705. 608. 888. 654. 844. 643. 794. 704. 462. 316. 708. 531. 537. 240. * 433. 469. 507. 526. 695. 622. 994. 728. 542. 962. 592. 850. 529. 709. 514. 226. 136. 461. 260. 270. 250. * 217. 229. 264. 271. 430. 336. 817. 428. 251. 647. 279. 496. 227. 340. 217. 104. 123. 206. 110. 120. 260. * 194. 170. 162. 154. 156. 139. 296. 146. 128. 204. 119. 153. 113. 119. 111. 159. 248. 125. 90. 95. 270. * 314. 259. 249. 231. 174. 187. 138. 159. 192. 127. 167. 122. 164. 114. 130. 270. 381. 132. 115. 108. 280. * 703. 464. 498. 421. 309. 311. 231. 270. 296. 221. 267. 214. 262. 197. 214. 354. 450. 185. 188. 127. 290. * 1352. 813. 941. 748. 538. 515. 399. 439. 448. 359. 400. 340. 382. 320. 337. 462. 545. 310. 324. 221. 300. * 1493. 1016. 1111. 937. 682. 648. 528. 568. 569. 472. 507. 440. 475. 416. 435. 545. 620. 430. 442. 376. 310. * 1214. 933. 912. 856. 677. 641. 534. 574. 596. 510. 548. 488. 521. 466. 483. 590. 656. 484. 493. 474. 320. * 1024. 725. 725. 660. 559. 565. 467. 501. 537. 460. 513. 461. 498. 457. 482. 574. 653. 495. 508. 506. 330. * 947. 619. 658. 564. 459. 496. 395. 435. 449. 379. 441. 401. 441. 392. 418. 507. 579. 433. 446. 444. 340. * 909. 587. 636. 537. 419. 454. 355. 409. 409. 344. 383. 349. 411. 362. 372. 464. 529. 372. 376. 358. 350. * 865. 571. 618. 519. 401. 423. 333. 388. 396. 329. 354. 313. 375. 353. 367. 462. 515. 358. 357. 331. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 1493. 1016. 1111. 937. 695. 648. 994. 728. 608. 962. 654. 850. 656. 865. 766. 591. 667. 788. 677. 753. DEGR. * 300 300 300 300 240 300 240 240 230 240 230 240 120 110 110 60 60 100 100 100


JOB: Future CO RUN: CO - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 406. 399. 341. 504. 381. 10. * 406. 400. 342. 526. 385. 20. * 412. 406. 343. 531. 393. 30. * 413. 412. 350. 550. 402. 40. * 405. 413. 347. 571. 394. 50. * 430. 428. 364. 596. 334. 60. * 504. 491. 412. 662. 266. 70. * 344. 347. 272. 535. 238. 80. * 183. 194. 249. 237. 240. 90. * 335. 374. 533. 307. 243. 100. * 548. 569. 665. 490. 296. 110. * 566. 534. 564. 472. 415. 120. * 470. 442. 490. 389. 480. 130. * 412. 403. 463. 351. 523. 140. * 387. 389. 447. 344. 590. 150. * 378. 378. 438. 334. 653. 160. * 379. 380. 440. 335. 717. 170. * 391. 397. 462. 364. 836. 180. * 432. 450. 529. 439. 925. 190. * 468. 486. 561. 464. 856. 200. * 497. 526. 606. 507. 754. 210. * 541. 559. 646. 453. 656. 220. * 520. 464. 544. 275. 636. 230. * 324. 252. 320. 141. 668. 240. * 144. 124. 163. 112. 769. 250. * 92. 99. 102. 128. 631. 260. * 107. 113. 114. 135. 255. 270. * 161. 127. 127. 155. 198. 280. * 270. 184. 138. 250. 369. 290. * 404. 334. 184. 437. 692. 300. * 508. 493. 303. 623. 839. 310. * 556. 568. 439. 720. 701. 320. * 566. 587. 530. 743. 546. 330. * 502. 524. 499. 679. 455. 340. * 429. 433. 387. 567. 407. 350. * 405. 399. 345. 521. 388. ------*------------------------------ MAX * 566. 587. 665. 743. 925. DEGR. * 320 320 100 320 180 THE HIGHEST CONCENTRATION OF 1493. ug/m**3 OCCURRED AT RECEPTOR REC1 .


JOB: Future CO RUN: CO - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future CO RUN: CO - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1 JOB: Future HC RUN: HC - FUTURE DATE : 6/15/10 TIME : 16:41:43 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = 0.0 CM/S VD = 0.0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) --------------------------------------------*--------------------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.86 185.93 1060.24 665.28 * 485. 351. AG 863. 0.4 0.0 20.0 2. Link_2 * 1060.24 665.28 1015.38 948.41 * 287. 351. AG 1361. 0.4 0.0 20.0 3. Link_3 * 1015.38 948.41 921.01 1249.30 * 315. 343. AG 821. 0.4 0.0 20.0 4. Link_4 * 921.01 1249.30 828.50 1456.74 * 227. 336. AG 907. 0.4 0.0 20.0 5. Link_5 * 828.50 1456.74 678.06 1802.47 * 377. 336. AG 1074. 0.4 0.0 20.0 6. Link_6 * 678.06 1802.47 646.29 2118.30 * 317. 354. AG 1124. 0.4 0.0 20.0 7. Link_7 * 638.81 2117.37 668.71 1800.60 * 318. 175. AG 1893. 0.4 0.0 20.0 8. Link_8 * 668.71 1800.60 815.42 1451.13 * 379. 157. AG 3271. 0.4 0.0 20.0 9. Link_9 * 815.42 1451.13 904.19 1248.36 * 221. 156. AG 4001. 0.4 0.0 20.0 10. Link_10 * 904.19 1248.36 1005.10 946.54 * 318. 162. AG 4279. 0.4 0.0 20.0 11. Link_11 * 1005.10 946.54 1051.83 662.48 * 288. 171. AG 4661. 0.4 0.0 20.0 12. Link_12 * 1051.83 662.48 1126.58 188.73 * 480. 171. AG 6149. 0.4 0.0 20.0 13. Link_13 * 1037.81 397.11 1417.18 614.82 * 437. 60. AG 10367. 0.4 0.0 20.0 14. Link_14 * 1417.18 614.82 2279.65 867.12 * 899. 74. AG 10367. 0.4 0.0 20.0 15. Link_15 * 2279.65 867.12 2715.09 914.77 * 438. 84. AG 10367. 0.4 0.0 20.0 16. Link_16 * 2715.09 914.77 3098.20 967.10 * 387. 82. AG 10367. 0.4 0.0 20.0 17. Link_17 * 3098.20 967.10 3548.59 1183.89 * 500. 64. AG 10367. 0.4 0.0 20.0 18. Link_18 * 3532.71 1212.85 3054.29 1061.48 * 502. 252. AG 10367. 0.4 0.0 20.0 19. Link_19 * 3054.29 1061.48 2514.19 988.59 * 545. 262. AG 10367. 0.4 0.0 20.0 20. Link_20 * 2514.19 988.59 2203.96 913.84 * 319. 256. AG 10367. 0.4 0.0 20.0 21. Link_21 * 2203.96 913.84 1711.53 765.27 * 514. 253. AG 10367. 0.4 0.0 20.0 22. Link_22 * 1711.53 765.27 1402.23 655.94 * 328. 251. AG 10367. 0.4 0.0 20.0 23. Link_23 * 1402.23 655.94 1020.06 439.15 * 439. 240. AG 10367. 0.4 0.0 20.0 24. Link_24 * 2273.11 866.18 2618.85 888.61 * 346. 86. AG 2008. 0.4 0.0 20.0 25. Link_25 * 2618.85 888.61 2981.40 754.05 * 387. 110. AG 2008. 0.4 0.0 20.0 26. Link_26 * 2981.40 754.05 3188.84 459.71 * 360. 145. AG 2008. 0.4 0.0 20.0 27. Link_27 * 3220.61 483.07 3072.04 775.54 * 328. 333. AG 2008. 0.4 0.0 20.0 28. Link_28 * 3072.04 775.54 2845.91 946.54 * 284. 307. AG 2008. 0.4 0.0 20.0 29. Link_29 * 2845.91 946.54 2559.04 969.90 * 288. 275. AG 2008. 0.4 0.0 20.0 30. Link_30 * 2559.04 969.90 2208.64 915.71 * 355. 261. AG 2008. 0.4 0.0 20.0 31. Link_31 * 3531.77 1213.79 3244.91 1072.69 * 320. 244. AG 2008. 0.4 0.0 20.0


32. Link_32 * 3244.91 1072.69 3109.42 857.77 * 254. 212. AG 2008. 0.4 0.0 20.0 33. Link_33 * 3109.42 857.77 3107.55 659.68 * 198. 181. AG 2008. 0.4 0.0 20.0 34. Link_34 * 3107.55 659.68 3184.17 467.19 * 207. 158. AG 2008. 0.4 0.0 20.0 35. Link_35 * 3249.58 491.48 3181.37 716.68 * 235. 343. AG 2008. 0.4 0.0 20.0 36. Link_36 * 3181.37 716.68 3242.10 954.95 * 246. 14. AG 2008. 0.4 0.0 20.0 37. Link_37 * 3242.10 954.95 3542.05 1182.95 * 377. 53. AG 2008. 0.4 0.0 20.0 38. Link_38 * 3426.18 1058.67 3162.68 1171.74 * 287. 293. AG 908. 0.4 0.0 14.0 39. Link_39 * 3162.68 1171.74 3101.01 1229.67 * 85. 313. AG 438. 0.4 0.0 14.0 40. Link_40 * 3101.01 1229.67 2900.11 1689.41 * 502. 336. AG 286. 0.4 0.0 14.0 41. Link_41 * 2892.63 1685.67 3087.92 1227.80 * 498. 157. AG 521. 0.4 0.0 14.0 42. Link_42 * 3087.92 1227.80 3157.07 1160.53 * 96. 134. AG 1296. 0.4 0.0 14.0 43. Link_43 * 3157.07 1160.53 3418.71 1048.40 * 285. 113. AG 1313. 0.4 0.0 14.0 44. Link_44 * 2895.43 1696.88 2661.83 1622.13 * 245. 252. AG 2625. 0.4 0.0 16.0 45. Link_45 * 2661.83 1622.13 1900.40 1931.41 * 822. 292. AG 2382. 0.4 0.0 16.0 46. Link_46 * 1900.40 1931.41 1150.87 1995.90 * 752. 275. AG 2204. 0.4 0.0 16.0 47. Link_47 * 1150.87 1995.90 639.75 2137.93 * 530. 286. AG 2382. 0.4 0.0 16.0 48. Link_48 * 636.94 2129.52 1153.68 1990.29 * 535. 105. AG 2270. 0.4 0.0 16.0 49. Link_49 * 1153.68 1990.29 1901.33 1923.06 * 751. 95. AG 2751. 0.4 0.0 16.0 50. Link_50 * 1901.33 1923.06 2660.90 1613.72 * 820. 112. AG 2751. 0.4 0.0 16.0 51. Link_51 * 2660.90 1613.72 2889.83 1685.67 * 240. 73. AG 2392. 0.4 0.0 16.0 52. Link_52 * 2659.96 1611.85 2661.83 1559.52 * 52. 178. AG 274. 0.4 0.0 12.0 53. Link_53 * 2661.83 1559.52 1252.73 711.07 * 1645. 239. AG 274. 0.4 0.0 12.0 54. Link_54 * 1252.73 711.07 1021.92 952.15 * 334. 316. AG 250. 0.4 0.0 12.0 55. Link_55 * 1017.25 944.67 1248.99 703.59 * 334. 136. AG 266. 0.4 0.0 12.0 56. Link_56 * 1248.99 703.59 2669.31 1557.65 * 1657. 59. AG 266. 0.4 0.0 12.0 57. Link_57 * 2669.31 1557.65 2665.57 1617.46 * 60. 356. AG 146. 0.4 0.0 12.0 58. Link_58 * 3477.09 1235.95 3163.82 1170.56 * 320. 258. AG 249. 0.4 0.0 14.0 59. Link_59 * 3204.40 1138.64 3011.55 1076.35 * 203. 252. AG 249. 0.4 0.0 14.0 60. Link_60 * 3011.55 1076.35 2517.13 989.69 * 502. 260. AG 249. 0.4 0.0 14.0 61. Link_61 * 2897.93 1697.77 4510.25 2671.98 * 1884. 59. AG 18. 100.0 0.0 20.0 1.80 314.0 62. Link_62 * 2899.87 1688.43 2904.33 1678.67 * 11. 155. AG 18. 100.0 0.0 20.0 0.20 1.8 63. Link_63 * 2888.97 1686.09 1358.85 1180.75 * 1611. 252. AG 18. 100.0 0.0 20.0 1.68 268.6 64. Link_64 * 2663.15 1623.80 4546.28 2217.75 * 1975. 72. AG 18. 100.0 0.0 20.0 1.85 329.1 65. Link_65 * 2665.88 1615.62 2666.48 1604.69 * 11. 177. AG 9. 100.0 0.0 20.0 0.21 1.8 66. Link_66 * 2659.26 1615.23 876.91 2341.10 * 1924. 292. AG 18. 100.0 0.0 20.0 1.82 320.7 67. Link_67 * 1902.77 1930.21 3592.93 1251.96 * 1821. 112. AG 18. 100.0 0.0 20.0 1.78 303.5 68. Link_68 * 1898.49 1919.31 1895.75 1911.93 * 8. 200. AG 9. 100.0 0.0 15.0 0.15 1.3 69. Link_69 * 1897.71 1924.37 -268.99 2073.37 * 2172. 274. AG 18. 100.0 0.0 20.0 1.93 362.0 70. Link_70 * 642.48 2142.79 643.48 2146.17 * 4. 17. AG 9. 100.0 0.0 15.0 0.07 0.6 71. Link_71 * 641.31 2138.51 2175.91 1700.97 * 1596. 106. AG 18. 100.0 0.0 20.0 1.68 266.0 72. Link_72 * 645.59 2116.70 649.99 2075.86 * 41. 174. AG 18. 100.0 0.0 20.0 0.77 6.8 73. Link_73 * 626.12 2141.62 -1546.55 2241.20 * 2175. 273. AG 18. 100.0 0.0 20.0 1.94 362.5 74. Link_74 * 668.95 1803.67 588.09 2628.43 * 829. 354. AG 18. 100.0 0.0 20.0 1.33 138.1 75. Link_75 * 679.07 1800.17 694.94 1763.15 * 40. 157. AG 18. 100.0 0.0 20.0 0.76 6.7 76. Link_76 * 666.62 1799.00 641.31 1788.18 * 28. 247. AG 18. 100.0 0.0 15.0 0.52 4.6 77. Link_77 * 813.01 1456.77 -376.44 4195.45 * 2986. 337. AG 18. 100.0 0.0 20.0 2.30 497.6 78. Link_78 * 829.36 1454.82 843.12 1423.76 * 34. 156. AG 18. 100.0 0.0 20.0 0.64 5.7 79. Link_79 * 809.89 1448.20 784.00 1435.76 * 29. 244. AG 18. 100.0 0.0 15.0 0.54 4.8 80. Link_80 * 1003.40 949.07 -375.00 5299.67 * 4564. 342. AG 18. 100.0 0.0 20.0 3.01 760.6 81. Link_81 * 1016.24 945.57 1034.85 943.32 * 19. 97. AG 9. 100.0 0.0 15.0 0.35 3.1 82. Link_82 * 1015.85 944.01 1023.19 897.37 * 47. 171. AG 18. 100.0 0.0 20.0 0.82 7.9 83. Link_83 * 1002.62 945.96 986.10 939.59 * 18. 249. AG 9. 100.0 0.0 20.0 0.33 3.0


84. Link_84 * 1040.38 734.54 1855.82 -4485.97 * 5284. 171. AG 18. 100.0 0.0 20.0 3.33 880.6 85. Link_85 * 1061.41 666.02 3371.98 926.73 * 2325. 84. AG 18. 100.0 0.0 20.0 2.00 387.5 86. Link_86 * 1059.85 664.07 1064.99 632.16 * 32. 171. AG 18. 100.0 0.0 20.0 0.61 5.4 87. Link_87 * 3154.11 1163.21 3109.82 1207.24 * 62. 315. AG 18. 100.0 0.0 20.0 0.91 10.4 88. Link_88 * 3160.34 1170.60 3165.81 1171.92 * 6. 76. AG 9. 100.0 0.0 20.0 0.11 0.9 89. Link_89 * 3224.36 1139.73 3248.17 1129.60 * 26. 113. AG 18. 100.0 0.0 20.0 0.49 4.3 90. Link_90 * 3504.85 1239.47 3264.77 1180.60 * 247. 256. AG 80. 0.1 0.0 9.5 91. Link_91 * 3264.77 1180.60 3219.17 1163.86 * 49. 250. AG 80. 0.1 0.0 9.5 92. Link_92 * 3219.17 1163.86 3144.15 1138.47 * 79. 251. DP 80. 0.1 0.0 9.5 93. Link_93 * 3144.15 1138.47 3034.49 1097.49 * 117. 250. AG 80. 0.1 0.0 9.5 94. Link_94 * 3034.49 1097.49 2927.73 1070.95 * 110. 256. AG 80. 0.1 0.0 9.5 95. Link_95 * 2927.73 1070.95 2487.38 1001.69 * 446. 261. AG 80. 0.1 0.0 9.5 96. Link_96 * 2487.38 1001.69 2238.64 945.71 * 255. 257. AG 80. 0.1 0.0 9.5 97. Link_97 * 2238.64 945.71 1831.18 821.63 * 426. 253. AG 80. 0.1 0.0 9.5 98. Link_98 * 1831.18 821.63 1545.51 745.45 * 296. 255. AG 80. 0.1 0.0 9.5 99. Link_99 * 1545.51 745.45 1317.54 702.74 * 232. 259. AG 80. 0.1 0.0 9.5 100. Link_100 * 1317.54 702.74 1251.75 677.35 * 71. 249. AG 80. 0.1 0.0 9.5 101. Link_101 * 1251.75 677.35 1195.77 647.33 * 64. 242. AG 80. 0.1 0.0 9.5 102. Link_102 * 1195.77 647.33 1188.84 640.41 * 10. 225. AG 80. 0.1 0.0 9.5 103. Link_103 * 1188.84 640.41 1087.85 567.11 * 125. 234. AG 80. 0.1 0.0 9.5 104. Link_104 * 1087.85 567.11 1054.37 542.87 * 41. 234. AG 80. 0.1 0.0 9.5 105. Link_105 * 1054.37 542.87 762.35 327.03 * 363. 234. AG 80. 0.1 0.0 9.5


JOB: Future HC RUN: HC - FUTURE DATE : 6/15/10 TIME : 16:41:43 61. Link_61 * 90 45 3.0 2566 1600 6.83 1 3 62. Link_62 * 90 45 3.0 286 1600 6.83 1 3 63. Link_63 * 90 45 3.0 2392 1600 6.83 1 3 64. Link_64 * 90 45 3.0 2625 1600 6.83 1 3 65. Link_65 * 90 45 3.0 146 1600 6.83 1 3 66. Link_66 * 90 45 3.0 2593 1600 6.83 1 3 67. Link_67 * 90 45 3.0 2527 1600 6.83 1 3 68. Link_68 * 90 45 3.0 105 1600 6.83 1 3 69. Link_69 * 90 45 3.0 2751 1600 6.83 1 3 70. Link_70 * 90 45 3.0 47 1600 6.83 1 3 71. Link_71 * 90 45 3.0 2382 1600 6.83 1 3 72. Link_72 * 90 45 3.0 1092 1600 6.83 1 3 73. Link_73 * 90 45 3.0 2752 1600 6.83 1 3 74. Link_74 * 90 45 3.0 1893 1600 6.83 1 3 75. Link_75 * 90 45 3.0 1074 1600 6.83 1 3 76. Link_76 * 90 45 3.0 735 1600 6.83 1 3 77. Link_77 * 90 45 3.0 3271 1600 6.83 1 3 78. Link_78 * 90 45 3.0 907 1600 6.83 1 3 79. Link_79 * 90 45 3.0 766 1600 6.83 1 3 80. Link_80 * 90 45 3.0 4279 1600 6.83 1 3 81. Link_81 * 90 45 3.0 250 1600 6.83 1 3 82. Link_82 * 90 45 3.0 1171 1600 6.83 1 3 83. Link_83 * 90 45 3.0 236 1600 6.83 1 3 84. Link_84 * 90 45 3.0 4738 1600 6.83 1 3 85. Link_85 * 90 45 3.0 2848 1600 6.83 1 3 86. Link_86 * 90 45 3.0 863 1600 6.83 1 3 87. Link_87 * 90 45 3.0 1296 1600 6.83 1 3 88. Link_88 * 90 45 3.0 75 1600 6.83 1 3 89. Link_89 * 90 45 3.0 691 1600 6.83 1 3


JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 52. 35. 37. 30. 24. 26. 20. 24. 25. 21. 22. 20. 22. 20. 23. 28. 31. 23. 22. 20. 10. * 52. 33. 36. 29. 23. 26. 19. 24. 26. 21. 23. 20. 21. 19. 22. 27. 32. 23. 22. 20. 20. * 51. 32. 37. 30. 23. 25. 18. 23. 27. 21. 24. 21. 22. 19. 21. 26. 32. 23. 22. 21. 30. * 53. 33. 38. 30. 23. 24. 19. 22. 28. 20. 25. 22. 23. 20. 21. 25. 31. 22. 21. 20. 40. * 54. 34. 38. 31. 24. 24. 19. 22. 28. 20. 27. 22. 26. 23. 23. 26. 31. 23. 21. 19. 50. * 52. 32. 36. 29. 21. 22. 16. 20. 26. 17. 25. 20. 28. 24. 27. 31. 33. 26. 24. 22. 60. * 45. 26. 30. 23. 15. 16. 11. 14. 18. 11. 17. 13. 20. 16. 21. 37. 40. 23. 28. 26. 70. * 40. 19. 25. 18. 12. 11. 11. 9. 10. 9. 9. 8. 9. 9. 10. 24. 30. 11. 18. 17. 80. * 39. 17. 25. 16. 12. 10. 23. 11. 9. 20. 11. 19. 12. 21. 17. 12. 13. 21. 19. 25. 90. * 42. 18. 26. 17. 18. 17. 47. 26. 20. 42. 25. 43. 28. 51. 43. 21. 18. 52. 42. 55. 100. * 44. 20. 26. 20. 34. 32. 57. 40. 34. 54. 39. 61. 45. 73. 65. 36. 33. 72. 62. 68. 110. * 39. 27. 29. 29. 48. 41. 56. 43. 39. 62. 48. 71. 56. 79. 70. 47. 44. 66. 59. 57. 120. * 35. 35. 36. 39. 48. 39. 58. 45. 44. 68. 54. 76. 60. 73. 62. 49. 45. 54. 49. 48. 130. * 38. 39. 43. 43. 42. 41. 60. 49. 49. 72. 56. 73. 56. 65. 52. 44. 37. 47. 42. 44. 140. * 41. 36. 46. 39. 42. 44. 64. 53. 49. 70. 53. 66. 50. 60. 48. 39. 33. 44. 40. 44. 150. * 41. 36. 44. 38. 46. 47. 67. 54. 45. 64. 49. 62. 47. 58. 44. 36. 30. 44. 40. 43. 160. * 38. 38. 40. 40. 49. 45. 65. 49. 43. 61. 47. 61. 47. 55. 43. 34. 30. 44. 40. 43. 170. * 36. 37. 39. 39. 46. 42. 62. 47. 43. 61. 46. 60. 47. 52. 44. 34. 30. 44. 40. 44. 180. * 33. 34. 36. 36. 44. 42. 60. 47. 43. 61. 47. 60. 46. 53. 45. 34. 31. 46. 43. 46. 190. * 32. 34. 35. 36. 44. 42. 62. 48. 44. 63. 49. 63. 46. 54. 47. 37. 34. 48. 45. 48. 200. * 34. 36. 37. 38. 46. 44. 63. 50. 45. 65. 50. 65. 46. 55. 48. 38. 35. 50. 47. 51. 210. * 35. 38. 38. 39. 46. 46. 65. 53. 48. 68. 51. 67. 48. 58. 51. 41. 39. 52. 51. 57. 220. * 38. 41. 40. 42. 50. 50. 68. 56. 49. 72. 53. 69. 51. 62. 56. 46. 41. 59. 57. 61. 230. * 42. 45. 46. 48. 56. 55. 76. 63. 54. 80. 58. 76. 56. 70. 62. 40. 26. 62. 45. 45. 240. * 38. 41. 45. 46. 62. 55. 90. 65. 48. 87. 52. 76. 46. 62. 44. 18. 11. 38. 20. 21. 250. * 18. 19. 22. 23. 38. 29. 74. 38. 21. 58. 24. 43. 19. 29. 18. 8. 9. 17. 9. 9. 260. * 12. 11. 11. 10. 12. 10. 26. 11. 9. 17. 9. 13. 9. 9. 9. 10. 15. 11. 7. 8. 270. * 19. 16. 15. 14. 11. 12. 10. 11. 12. 8. 11. 8. 11. 8. 10. 17. 23. 11. 8. 8. 280. * 44. 28. 30. 26. 19. 19. 14. 17. 19. 14. 17. 13. 16. 13. 14. 22. 27. 13. 12. 9. 290. * 86. 51. 60. 47. 33. 32. 24. 27. 28. 22. 24. 21. 23. 20. 22. 28. 32. 20. 20. 15. 300. * 94. 65. 71. 60. 43. 40. 33. 35. 35. 29. 31. 27. 29. 25. 27. 32. 37. 27. 27. 23. 310. * 74. 60. 58. 55. 44. 41. 34. 36. 37. 31. 34. 30. 32. 29. 30. 36. 39. 30. 30. 28. 320. * 62. 46. 45. 42. 36. 37. 30. 32. 34. 29. 32. 29. 31. 28. 30. 35. 39. 31. 31. 30. 330. * 58. 39. 41. 36. 30. 32. 26. 28. 29. 25. 28. 25. 28. 24. 26. 31. 35. 27. 27. 27. 340. * 56. 37. 40. 34. 27. 29. 23. 27. 26. 22. 25. 22. 26. 23. 24. 28. 32. 24. 23. 22. 350. * 53. 36. 38. 32. 25. 27. 21. 25. 26. 22. 23. 20. 24. 23. 23. 28. 31. 23. 22. 20. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 94. 65. 71. 60. 62. 55. 90. 65. 54. 87. 58. 76. 60. 79. 70. 49. 45. 72. 62. 68. DEGR. * 300 300 300 300 240 240 240 240 230 240 230 240 120 110 110 120 120 100 100 100


JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 25. 24. 21. 30. 22. 10. * 25. 24. 21. 32. 22. 20. * 25. 25. 21. 32. 22. 30. * 25. 25. 21. 33. 23. 40. * 25. 25. 21. 34. 22. 50. * 26. 26. 22. 35. 19. 60. * 31. 30. 25. 39. 15. 70. * 21. 21. 17. 32. 14. 80. * 14. 15. 21. 16. 14. 90. * 30. 34. 49. 27. 16. 100. * 50. 52. 59. 44. 25. 110. * 51. 47. 49. 42. 40. 120. * 42. 39. 42. 34. 47. 130. * 36. 35. 40. 30. 51. 140. * 34. 34. 39. 30. 56. 150. * 33. 33. 38. 29. 59. 160. * 33. 33. 38. 29. 64. 170. * 34. 34. 40. 31. 72. 180. * 36. 37. 44. 35. 78. 190. * 39. 40. 46. 38. 71. 200. * 42. 44. 51. 42. 63. 210. * 46. 47. 55. 37. 57. 220. * 44. 38. 45. 21. 56. 230. * 26. 20. 24. 11. 60. 240. * 11. 9. 12. 9. 69. 250. * 8. 8. 9. 10. 57. 260. * 8. 9. 9. 10. 22. 270. * 11. 9. 9. 11. 14. 280. * 17. 12. 10. 16. 24. 290. * 25. 21. 13. 27. 45. 300. * 30. 30. 20. 38. 55. 310. * 33. 34. 27. 43. 45. 320. * 34. 35. 32. 44. 35. 330. * 30. 31. 30. 40. 28. 340. * 26. 26. 23. 34. 24. 350. * 24. 24. 21. 32. 22. ------*------------------------------ MAX * 51. 52. 59. 44. 78. DEGR. * 110 100 100 100 180 THE HIGHEST CONCENTRATION OF 94. ug/m**3 OCCURRED AT RECEPTOR REC1 .


JOB: Future HC RUN: HC - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 30. 19. 21. 17. 13. 14. 11. 13. 14. 12. 12. 11. 12. 11. 12. 16. 17. 12. 12. 11. 10. * 30. 18. 20. 16. 12. 14. 10. 13. 14. 12. 12. 11. 12. 10. 12. 15. 18. 12. 12. 11. 20. * 30. 18. 21. 16. 12. 14. 10. 13. 15. 11. 13. 11. 12. 10. 11. 14. 18. 12. 12. 11. 30. * 30. 18. 21. 17. 13. 13. 10. 12. 15. 11. 14. 12. 12. 11. 11. 14. 17. 12. 11. 11. 40. * 31. 19. 21. 17. 13. 13. 10. 12. 15. 10. 14. 12. 14. 12. 12. 14. 17. 12. 11. 11. 50. * 29. 18. 20. 16. 12. 12. 8. 11. 14. 9. 14. 11. 15. 13. 14. 17. 18. 14. 13. 12. 60. * 26. 14. 17. 13. 8. 9. 6. 8. 10. 6. 9. 7. 11. 9. 11. 20. 22. 12. 15. 14. 70. * 23. 11. 14. 10. 6. 6. 6. 5. 5. 5. 5. 4. 5. 5. 5. 13. 16. 6. 10. 9. 80. * 23. 10. 14. 9. 6. 6. 13. 6. 5. 11. 6. 10. 6. 11. 9. 7. 7. 11. 10. 13. 90. * 24. 10. 14. 9. 9. 9. 25. 14. 10. 23. 14. 23. 15. 27. 23. 11. 10. 28. 22. 29. 100. * 25. 11. 15. 11. 18. 18. 31. 22. 18. 30. 21. 32. 24. 40. 35. 20. 18. 39. 33. 37. 110. * 22. 15. 16. 16. 26. 22. 31. 24. 21. 34. 26. 39. 31. 43. 38. 25. 24. 36. 32. 32. 120. * 19. 19. 20. 21. 27. 22. 32. 25. 24. 38. 30. 42. 33. 40. 34. 27. 24. 29. 27. 27. 130. * 21. 22. 23. 24. 24. 22. 34. 27. 27. 40. 31. 41. 31. 36. 29. 24. 21. 26. 23. 25. 140. * 23. 20. 25. 22. 23. 24. 36. 29. 27. 39. 29. 37. 28. 34. 26. 21. 18. 25. 22. 24. 150. * 22. 20. 24. 21. 25. 26. 38. 30. 25. 36. 27. 35. 26. 33. 25. 20. 17. 24. 22. 24. 160. * 21. 21. 22. 22. 27. 25. 36. 28. 24. 35. 26. 34. 26. 31. 24. 19. 16. 24. 22. 24. 170. * 20. 20. 22. 21. 25. 24. 35. 26. 24. 34. 26. 34. 26. 30. 24. 18. 16. 25. 22. 25. 180. * 18. 19. 20. 20. 24. 23. 34. 26. 24. 34. 26. 34. 26. 30. 25. 19. 17. 26. 24. 25. 190. * 17. 19. 19. 20. 24. 23. 35. 27. 24. 35. 27. 35. 26. 30. 26. 20. 19. 27. 25. 27. 200. * 18. 20. 20. 21. 25. 24. 35. 28. 25. 37. 28. 36. 25. 31. 27. 21. 19. 28. 26. 28. 210. * 19. 20. 21. 21. 25. 26. 36. 29. 26. 38. 28. 37. 26. 32. 28. 22. 21. 29. 28. 31. 220. * 20. 22. 22. 23. 27. 27. 38. 31. 27. 40. 29. 38. 28. 34. 31. 25. 22. 33. 31. 33. 230. * 22. 24. 25. 26. 31. 30. 42. 34. 29. 44. 31. 42. 31. 38. 34. 22. 14. 33. 24. 24. 240. * 20. 22. 24. 25. 33. 30. 49. 35. 26. 47. 28. 41. 25. 34. 24. 10. 6. 21. 11. 11. 250. * 9. 10. 12. 12. 20. 15. 40. 20. 11. 31. 13. 23. 10. 15. 10. 4. 5. 9. 5. 5. 260. * 7. 6. 6. 6. 6. 5. 14. 6. 5. 9. 5. 7. 4. 5. 5. 5. 8. 5. 4. 4. 270. * 10. 8. 8. 7. 6. 6. 5. 5. 6. 4. 6. 4. 6. 4. 5. 9. 13. 6. 4. 4. 280. * 23. 15. 16. 14. 10. 10. 7. 9. 10. 7. 9. 7. 9. 7. 8. 12. 15. 7. 7. 5. 290. * 46. 27. 32. 25. 17. 17. 13. 14. 15. 12. 13. 11. 12. 11. 11. 15. 18. 11. 11. 8. 300. * 52. 35. 39. 33. 23. 21. 18. 18. 19. 15. 17. 14. 16. 14. 14. 18. 20. 15. 14. 13. 310. * 42. 33. 32. 30. 23. 22. 18. 19. 20. 17. 18. 16. 17. 15. 16. 19. 21. 16. 16. 15. 320. * 35. 26. 25. 23. 20. 20. 16. 18. 18. 16. 17. 15. 17. 15. 16. 19. 21. 16. 16. 16. 330. * 33. 22. 23. 20. 16. 18. 14. 15. 16. 13. 15. 14. 15. 13. 14. 17. 19. 15. 15. 14. 340. * 32. 21. 22. 19. 15. 16. 13. 14. 15. 12. 14. 12. 14. 12. 13. 16. 18. 13. 12. 12. 350. * 30. 20. 22. 18. 14. 15. 12. 14. 14. 12. 13. 11. 13. 12. 13. 16. 17. 13. 12. 11. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 52. 35. 39. 33. 33. 30. 49. 35. 29. 47. 31. 42. 33. 43. 38. 27. 24. 39. 33. 37. DEGR. * 300 300 300 300 240 240 240 240 230 240 230 120 120 110 110 120 120 100 100 100


JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 14. 13. 12. 17. 12. 10. * 14. 13. 11. 18. 12. 20. * 14. 14. 12. 18. 12. 30. * 14. 14. 12. 18. 13. 40. * 13. 14. 11. 19. 12. 50. * 14. 14. 12. 20. 11. 60. * 16. 16. 13. 22. 8. 70. * 11. 11. 9. 17. 8. 80. * 7. 8. 11. 8. 8. 90. * 16. 18. 26. 14. 9. 100. * 27. 28. 32. 24. 14. 110. * 28. 26. 27. 22. 22. 120. * 22. 21. 23. 18. 26. 130. * 20. 19. 22. 16. 28. 140. * 19. 19. 22. 16. 31. 150. * 18. 18. 21. 16. 33. 160. * 18. 18. 21. 16. 36. 170. * 19. 19. 22. 17. 40. 180. * 20. 20. 24. 19. 43. 190. * 21. 22. 25. 20. 40. 200. * 23. 24. 28. 23. 35. 210. * 25. 26. 30. 20. 32. 220. * 24. 21. 24. 12. 31. 230. * 14. 10. 13. 6. 33. 240. * 6. 6. 7. 5. 38. 250. * 4. 4. 4. 5. 30. 260. * 4. 5. 5. 5. 12. 270. * 6. 5. 5. 6. 7. 280. * 10. 7. 6. 9. 12. 290. * 13. 11. 7. 15. 24. 300. * 17. 16. 10. 21. 29. 310. * 18. 18. 15. 24. 25. 320. * 18. 19. 17. 24. 19. 330. * 16. 17. 16. 22. 15. 340. * 14. 14. 13. 19. 13. 350. * 14. 13. 12. 18. 12. ------*------------------------------ MAX * 28. 28. 32. 24. 43. DEGR. * 110 100 100 320 180 THE HIGHEST CONCENTRATION OF 52. ug/m**3 OCCURRED AT RECEPTOR REC1 .


JOB: Future HC RUN: HC - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 16. 10. 11. 9. 7. 8. 6. 7. 7. 6. 6. 5. 6. 6. 7. 8. 9. 6. 6. 6. 10. * 16. 10. 11. 9. 7. 7. 6. 7. 7. 6. 7. 6. 6. 6. 6. 8. 9. 7. 6. 6. 20. * 16. 10. 11. 9. 7. 7. 5. 7. 8. 6. 7. 6. 6. 5. 6. 8. 9. 7. 6. 6. 30. * 16. 10. 11. 9. 7. 7. 5. 6. 8. 6. 7. 6. 6. 6. 6. 7. 9. 6. 6. 6. 40. * 16. 10. 11. 9. 7. 7. 5. 6. 8. 6. 7. 6. 7. 6. 6. 7. 9. 6. 6. 5. 50. * 16. 10. 11. 8. 6. 6. 4. 6. 7. 5. 7. 6. 8. 6. 7. 9. 10. 7. 7. 6. 60. * 14. 8. 9. 7. 4. 5. 3. 4. 5. 3. 5. 4. 5. 4. 6. 10. 11. 6. 8. 7. 70. * 13. 6. 8. 5. 3. 3. 3. 2. 3. 2. 2. 2. 3. 2. 3. 7. 9. 3. 5. 5. 80. * 12. 5. 7. 5. 3. 3. 7. 3. 3. 5. 3. 5. 3. 6. 4. 3. 4. 6. 5. 6. 90. * 13. 5. 8. 5. 5. 5. 13. 7. 5. 12. 7. 12. 8. 14. 12. 6. 5. 15. 12. 15. 100. * 13. 6. 8. 6. 10. 9. 17. 12. 9. 16. 11. 17. 13. 21. 19. 10. 9. 20. 17. 19. 110. * 12. 8. 9. 8. 14. 12. 16. 13. 11. 18. 14. 21. 16. 23. 20. 13. 12. 19. 17. 16. 120. * 10. 10. 10. 11. 14. 11. 17. 13. 13. 20. 16. 23. 17. 21. 18. 14. 12. 16. 14. 14. 130. * 11. 11. 12. 12. 12. 12. 18. 14. 14. 21. 16. 22. 16. 19. 15. 13. 11. 14. 12. 13. 140. * 12. 11. 13. 11. 12. 13. 19. 16. 14. 21. 15. 20. 15. 18. 14. 11. 9. 13. 12. 13. 150. * 12. 10. 13. 11. 14. 14. 20. 16. 13. 19. 14. 19. 14. 18. 13. 10. 9. 13. 12. 13. 160. * 11. 11. 12. 12. 14. 13. 19. 15. 13. 18. 14. 18. 14. 16. 13. 10. 8. 13. 12. 13. 170. * 10. 11. 11. 12. 13. 12. 19. 14. 13. 18. 14. 18. 14. 16. 13. 10. 9. 13. 12. 13. 180. * 10. 10. 10. 10. 13. 12. 18. 14. 13. 18. 14. 18. 14. 16. 13. 10. 9. 14. 12. 14. 190. * 9. 10. 10. 10. 13. 12. 18. 14. 13. 19. 14. 19. 14. 16. 14. 11. 10. 14. 13. 14. 200. * 10. 10. 10. 11. 13. 13. 19. 15. 13. 20. 15. 20. 14. 16. 14. 11. 10. 15. 14. 15. 210. * 10. 11. 11. 11. 13. 13. 19. 16. 14. 20. 15. 20. 14. 17. 15. 12. 11. 15. 15. 17. 220. * 11. 11. 12. 12. 14. 14. 20. 16. 14. 21. 15. 20. 15. 18. 16. 13. 11. 17. 16. 18. 230. * 12. 13. 13. 14. 16. 16. 22. 18. 15. 23. 16. 22. 16. 20. 18. 11. 7. 18. 12. 13. 240. * 10. 11. 12. 13. 18. 15. 26. 18. 13. 25. 14. 22. 13. 18. 12. 5. 3. 11. 6. 6. 250. * 4. 5. 6. 6. 10. 8. 21. 10. 6. 16. 6. 12. 5. 8. 5. 2. 2. 5. 2. 3. 260. * 3. 3. 3. 2. 3. 3. 7. 3. 2. 4. 2. 3. 2. 2. 2. 3. 4. 3. 2. 2. 270. * 5. 4. 4. 4. 3. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 5. 7. 3. 2. 2. 280. * 12. 8. 8. 7. 5. 5. 4. 4. 5. 4. 5. 4. 4. 4. 4. 6. 8. 4. 4. 2. 290. * 24. 14. 17. 13. 9. 8. 6. 7. 7. 6. 7. 6. 6. 5. 6. 8. 9. 5. 6. 4. 300. * 27. 19. 20. 17. 12. 11. 9. 10. 10. 8. 8. 7. 8. 7. 7. 9. 10. 7. 7. 6. 310. * 22. 17. 17. 16. 12. 12. 9. 10. 10. 9. 9. 8. 9. 8. 8. 10. 11. 8. 8. 8. 320. * 19. 14. 13. 12. 10. 10. 8. 9. 9. 8. 9. 8. 9. 8. 8. 10. 11. 8. 8. 8. 330. * 18. 12. 12. 10. 8. 9. 7. 8. 8. 7. 8. 7. 8. 7. 7. 9. 10. 8. 7. 8. 340. * 17. 11. 12. 10. 8. 9. 6. 8. 8. 6. 7. 6. 8. 6. 7. 8. 9. 7. 6. 6. 350. * 16. 11. 12. 10. 7. 8. 6. 7. 7. 6. 6. 6. 7. 6. 7. 8. 9. 7. 6. 6. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 27. 19. 20. 17. 18. 16. 26. 18. 15. 25. 16. 23. 17. 23. 20. 14. 12. 20. 17. 19.


DEGR. * 300 300 300 300 240 230 240 240 230 240 130 120 120 110 110 120 120 100 100 100 JOB: Future HC RUN: HC - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 7. 7. 6. 9. 6. 10. * 7. 7. 6. 9. 7. 20. * 7. 7. 6. 10. 7. 30. * 7. 7. 6. 10. 7. 40. * 7. 7. 6. 10. 7. 50. * 7. 7. 6. 10. 6. 60. * 9. 8. 7. 11. 4. 70. * 6. 6. 5. 9. 4. 80. * 4. 4. 6. 4. 4. 90. * 8. 9. 13. 8. 5. 100. * 14. 14. 17. 12. 8. 110. * 15. 14. 14. 12. 12. 120. * 12. 11. 12. 10. 14. 130. * 10. 10. 12. 9. 15. 140. * 10. 10. 11. 9. 16. 150. * 10. 10. 11. 8. 18. 160. * 10. 10. 11. 8. 19. 170. * 10. 10. 12. 9. 22. 180. * 10. 11. 13. 10. 23. 190. * 11. 12. 13. 10. 21. 200. * 12. 13. 15. 12. 19. 210. * 13. 14. 16. 10. 17. 220. * 12. 11. 13. 6. 16. 230. * 7. 6. 7. 3. 17. 240. * 3. 3. 4. 2. 20. 250. * 2. 2. 2. 3. 15. 260. * 2. 2. 2. 3. 6. 270. * 3. 3. 3. 3. 4. 280. * 5. 4. 3. 5. 7. 290. * 7. 6. 3. 8. 12. 300. * 9. 9. 5. 11. 15. 310. * 9. 10. 8. 13. 13. 320. * 10. 10. 9. 13. 10. 330. * 9. 9. 8. 12. 8. 340. * 7. 8. 7. 10. 7. 350. * 7. 7. 6. 9. 7. ------*------------------------------


MAX * 15. 14. 17. 13. 23. DEGR. * 110 100 100 320 180 THE HIGHEST CONCENTRATION OF 27. ug/m**3 OCCURRED AT RECEPTOR REC1 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1 JOB: Future NOx RUN: NOx - FUTURE DATE : 6/15/10 TIME : 16:54: 8 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = 0.0 CM/S VD = 0.0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) --------------------------------------------*--------------------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.86 185.93 1060.24 665.28 * 485. 351. AG 863. 0.3 0.0 20.0 2. Link_2 * 1060.24 665.28 1015.38 948.41 * 287. 351. AG 1361. 0.3 0.0 20.0 3. Link_3 * 1015.38 948.41 921.01 1249.30 * 315. 343. AG 821. 0.3 0.0 20.0 4. Link_4 * 921.01 1249.30 828.50 1456.74 * 227. 336. AG 907. 0.3 0.0 20.0 5. Link_5 * 828.50 1456.74 678.06 1802.47 * 377. 336. AG 1074. 0.3 0.0 20.0 6. Link_6 * 678.06 1802.47 646.29 2118.30 * 317. 354. AG 1124. 0.3 0.0 20.0 7. Link_7 * 638.81 2117.37 668.71 1800.60 * 318. 175. AG 1893. 0.3 0.0 20.0 8. Link_8 * 668.71 1800.60 815.42 1451.13 * 379. 157. AG 3271. 0.3 0.0 20.0 9. Link_9 * 815.42 1451.13 904.19 1248.36 * 221. 156. AG 4001. 0.3 0.0 20.0 10. Link_10 * 904.19 1248.36 1005.10 946.54 * 318. 162. AG 4279. 0.3 0.0 20.0 11. Link_11 * 1005.10 946.54 1051.83 662.48 * 288. 171. AG 4661. 0.3 0.0 20.0 12. Link_12 * 1051.83 662.48 1126.58 188.73 * 480. 171. AG 6149. 0.3 0.0 20.0 13. Link_13 * 1037.81 397.11 1417.18 614.82 * 437. 60. AG 10367. 0.3 0.0 20.0 14. Link_14 * 1417.18 614.82 2279.65 867.12 * 899. 74. AG 10367. 0.3 0.0 20.0 15. Link_15 * 2279.65 867.12 2715.09 914.77 * 438. 84. AG 10367. 0.3 0.0 20.0 16. Link_16 * 2715.09 914.77 3098.20 967.10 * 387. 82. AG 10367. 0.3 0.0 20.0 17. Link_17 * 3098.20 967.10 3548.59 1183.89 * 500. 64. AG 10367. 0.3 0.0 20.0 18. Link_18 * 3532.71 1212.85 3054.29 1061.48 * 502. 252. AG 10367. 0.3 0.0 20.0 19. Link_19 * 3054.29 1061.48 2514.19 988.59 * 545. 262. AG 10367. 0.3 0.0 20.0 20. Link_20 * 2514.19 988.59 2203.96 913.84 * 319. 256. AG 10367. 0.3 0.0 20.0 21. Link_21 * 2203.96 913.84 1711.53 765.27 * 514. 253. AG 10367. 0.3 0.0 20.0 22. Link_22 * 1711.53 765.27 1402.23 655.94 * 328. 251. AG 10367. 0.3 0.0 20.0 23. Link_23 * 1402.23 655.94 1020.06 439.15 * 439. 240. AG 10367. 0.3 0.0 20.0 24. Link_24 * 2273.11 866.18 2618.85 888.61 * 346. 86. AG 2008. 0.3 0.0 20.0 25. Link_25 * 2618.85 888.61 2981.40 754.05 * 387. 110. AG 2008. 0.3 0.0 20.0 26. Link_26 * 2981.40 754.05 3188.84 459.71 * 360. 145. AG 2008. 0.3 0.0 20.0 27. Link_27 * 3220.61 483.07 3072.04 775.54 * 328. 333. AG 2008. 0.3 0.0 20.0 28. Link_28 * 3072.04 775.54 2845.91 946.54 * 284. 307. AG 2008. 0.3 0.0 20.0


29. Link_29 * 2845.91 946.54 2559.04 969.90 * 288. 275. AG 2008. 0.3 0.0 20.0 30. Link_30 * 2559.04 969.90 2208.64 915.71 * 355. 261. AG 2008. 0.3 0.0 20.0 31. Link_31 * 3531.77 1213.79 3244.91 1072.69 * 320. 244. AG 2008. 0.3 0.0 20.0 32. Link_32 * 3244.91 1072.69 3109.42 857.77 * 254. 212. AG 2008. 0.3 0.0 20.0 33. Link_33 * 3109.42 857.77 3107.55 659.68 * 198. 181. AG 2008. 0.3 0.0 20.0 34. Link_34 * 3107.55 659.68 3184.17 467.19 * 207. 158. AG 2008. 0.3 0.0 20.0 35. Link_35 * 3249.58 491.48 3181.37 716.68 * 235. 343. AG 2008. 0.3 0.0 20.0 36. Link_36 * 3181.37 716.68 3242.10 954.95 * 246. 14. AG 2008. 0.3 0.0 20.0 37. Link_37 * 3242.10 954.95 3542.05 1182.95 * 377. 53. AG 2008. 0.3 0.0 20.0 38. Link_38 * 3426.18 1058.67 3162.68 1171.74 * 287. 293. AG 908. 0.3 0.0 14.0 39. Link_39 * 3162.68 1171.74 3101.01 1229.67 * 85. 313. AG 438. 0.3 0.0 14.0 40. Link_40 * 3101.01 1229.67 2900.11 1689.41 * 502. 336. AG 286. 0.3 0.0 14.0 41. Link_41 * 2892.63 1685.67 3087.92 1227.80 * 498. 157. AG 521. 0.3 0.0 14.0 42. Link_42 * 3087.92 1227.80 3157.07 1160.53 * 96. 134. AG 1296. 0.3 0.0 14.0 43. Link_43 * 3157.07 1160.53 3418.71 1048.40 * 285. 113. AG 1313. 0.3 0.0 14.0 44. Link_44 * 2895.43 1696.88 2661.83 1622.13 * 245. 252. AG 2625. 0.3 0.0 16.0 45. Link_45 * 2661.83 1622.13 1900.40 1931.41 * 822. 292. AG 2382. 0.3 0.0 16.0 46. Link_46 * 1900.40 1931.41 1150.87 1995.90 * 752. 275. AG 2204. 0.3 0.0 16.0 47. Link_47 * 1150.87 1995.90 639.75 2137.93 * 530. 286. AG 2382. 0.3 0.0 16.0 48. Link_48 * 636.94 2129.52 1153.68 1990.29 * 535. 105. AG 2270. 0.3 0.0 16.0 49. Link_49 * 1153.68 1990.29 1901.33 1923.06 * 751. 95. AG 2751. 0.3 0.0 16.0 50. Link_50 * 1901.33 1923.06 2660.90 1613.72 * 820. 112. AG 2751. 0.3 0.0 16.0 51. Link_51 * 2660.90 1613.72 2889.83 1685.67 * 240. 73. AG 2392. 0.3 0.0 16.0 52. Link_52 * 2659.96 1611.85 2661.83 1559.52 * 52. 178. AG 274. 0.3 0.0 12.0 53. Link_53 * 2661.83 1559.52 1252.73 711.07 * 1645. 239. AG 274. 0.3 0.0 12.0 54. Link_54 * 1252.73 711.07 1021.92 952.15 * 334. 316. AG 250. 0.3 0.0 12.0 55. Link_55 * 1017.25 944.67 1248.99 703.59 * 334. 136. AG 266. 0.3 0.0 12.0 56. Link_56 * 1248.99 703.59 2669.31 1557.65 * 1657. 59. AG 266. 0.3 0.0 12.0 57. Link_57 * 2669.31 1557.65 2665.57 1617.46 * 60. 356. AG 146. 0.3 0.0 12.0 58. Link_58 * 3477.09 1235.95 3163.82 1170.56 * 320. 258. AG 249. 0.3 0.0 14.0 59. Link_59 * 3204.40 1138.64 3011.55 1076.35 * 203. 252. AG 249. 0.3 0.0 14.0 60. Link_60 * 3011.55 1076.35 2517.13 989.69 * 502. 260. AG 249. 0.3 0.0 14.0 61. Link_61 * 2897.93 1697.77 4510.25 2671.98 * 1884. 59. AG 6. 100.0 0.0 20.0 1.80 314.0 62. Link_62 * 2899.87 1688.43 2904.33 1678.67 * 11. 155. AG 6. 100.0 0.0 20.0 0.20 1.8 63. Link_63 * 2888.97 1686.09 1358.85 1180.75 * 1611. 252. AG 6. 100.0 0.0 20.0 1.68 268.6 64. Link_64 * 2663.15 1623.80 4546.28 2217.75 * 1975. 72. AG 6. 100.0 0.0 20.0 1.85 329.1 65. Link_65 * 2665.88 1615.62 2666.48 1604.69 * 11. 177. AG 3. 100.0 0.0 20.0 0.21 1.8 66. Link_66 * 2659.26 1615.23 876.91 2341.10 * 1924. 292. AG 6. 100.0 0.0 20.0 1.82 320.7 67. Link_67 * 1902.77 1930.21 3592.93 1251.96 * 1821. 112. AG 6. 100.0 0.0 20.0 1.78 303.5 68. Link_68 * 1898.49 1919.31 1895.75 1911.93 * 8. 200. AG 3. 100.0 0.0 15.0 0.15 1.3 69. Link_69 * 1897.71 1924.37 -268.99 2073.37 * 2172. 274. AG 6. 100.0 0.0 20.0 1.93 362.0 70. Link_70 * 642.48 2142.79 643.48 2146.17 * 4. 17. AG 3. 100.0 0.0 15.0 0.07 0.6 71. Link_71 * 641.31 2138.51 2175.91 1700.97 * 1596. 106. AG 6. 100.0 0.0 20.0 1.68 266.0 72. Link_72 * 645.59 2116.70 649.99 2075.86 * 41. 174. AG 6. 100.0 0.0 20.0 0.77 6.8 73. Link_73 * 626.12 2141.62 -1546.55 2241.20 * 2175. 273. AG 6. 100.0 0.0 20.0 1.94 362.5 74. Link_74 * 668.95 1803.67 588.09 2628.43 * 829. 354. AG 6. 100.0 0.0 20.0 1.33 138.1 75. Link_75 * 679.07 1800.17 694.94 1763.15 * 40. 157. AG 6. 100.0 0.0 20.0 0.76 6.7 76. Link_76 * 666.62 1799.00 641.31 1788.18 * 28. 247. AG 6. 100.0 0.0 15.0 0.52 4.6 77. Link_77 * 813.01 1456.77 -376.44 4195.45 * 2986. 337. AG 6. 100.0 0.0 20.0 2.30 497.6 78. Link_78 * 829.36 1454.82 843.12 1423.76 * 34. 156. AG 6. 100.0 0.0 20.0 0.64 5.7 79. Link_79 * 809.89 1448.20 784.00 1435.76 * 29. 244. AG 6. 100.0 0.0 15.0 0.54 4.8 80. Link_80 * 1003.40 949.07 -375.00 5299.67 * 4564. 342. AG 6. 100.0 0.0 20.0 3.01 760.6


81. Link_81 * 1016.24 945.57 1034.85 943.32 * 19. 97. AG 3. 100.0 0.0 15.0 0.35 3.1 82. Link_82 * 1015.85 944.01 1023.19 897.37 * 47. 171. AG 6. 100.0 0.0 20.0 0.82 7.9 83. Link_83 * 1002.62 945.96 986.10 939.59 * 18. 249. AG 3. 100.0 0.0 20.0 0.33 3.0 84. Link_84 * 1040.38 734.54 1855.82 -4485.97 * 5284. 171. AG 6. 100.0 0.0 20.0 3.33 880.6 85. Link_85 * 1061.41 666.02 3371.98 926.73 * 2325. 84. AG 6. 100.0 0.0 20.0 2.00 387.5 86. Link_86 * 1059.85 664.07 1064.99 632.16 * 32. 171. AG 6. 100.0 0.0 20.0 0.61 5.4 87. Link_87 * 3154.11 1163.21 3109.82 1207.24 * 62. 315. AG 6. 100.0 0.0 20.0 0.91 10.4 88. Link_88 * 3160.34 1170.60 3165.81 1171.92 * 6. 76. AG 3. 100.0 0.0 20.0 0.11 0.9 89. Link_89 * 3224.36 1139.73 3248.17 1129.60 * 26. 113. AG 6. 100.0 0.0 20.0 0.49 4.3 90. Link_90 * 3504.85 1239.47 3264.77 1180.60 * 247. 256. AG 80. 1.0 0.0 9.5 91. Link_91 * 3264.77 1180.60 3219.17 1163.86 * 49. 250. AG 80. 1.0 0.0 9.5 92. Link_92 * 3219.17 1163.86 3144.15 1138.47 * 79. 251. DP 80. 1.0 0.0 9.5 93. Link_93 * 3144.15 1138.47 3034.49 1097.49 * 117. 250. AG 80. 1.0 0.0 9.5 94. Link_94 * 3034.49 1097.49 2927.73 1070.95 * 110. 256. AG 80. 1.0 0.0 9.5 95. Link_95 * 2927.73 1070.95 2487.38 1001.69 * 446. 261. AG 80. 1.0 0.0 9.5 96. Link_96 * 2487.38 1001.69 2238.64 945.71 * 255. 257. AG 80. 1.0 0.0 9.5 97. Link_97 * 2238.64 945.71 1831.18 821.63 * 426. 253. AG 80. 1.0 0.0 9.5 98. Link_98 * 1831.18 821.63 1545.51 745.45 * 296. 255. AG 80. 1.0 0.0 9.5 99. Link_99 * 1545.51 745.45 1317.54 702.74 * 232. 259. AG 80. 1.0 0.0 9.5 100. Link_100 * 1317.54 702.74 1251.75 677.35 * 71. 249. AG 80. 1.0 0.0 9.5 101. Link_101 * 1251.75 677.35 1195.77 647.33 * 64. 242. AG 80. 1.0 0.0 9.5 102. Link_102 * 1195.77 647.33 1188.84 640.41 * 10. 225. AG 80. 1.0 0.0 9.5 103. Link_103 * 1188.84 640.41 1087.85 567.11 * 125. 234. AG 80. 1.0 0.0 9.5 104. Link_104 * 1087.85 567.11 1054.37 542.87 * 41. 234. AG 80. 1.0 0.0 9.5 105. Link_105 * 1054.37 542.87 762.35 327.03 * 363. 234. AG 80. 1.0 0.0 9.5


JOB: Future NOx RUN: NOx - FUTURE DATE : 6/15/10 TIME : 16:54: 8 61. Link_61 * 90 45 3.0 2566 1600 2.19 1 3 62. Link_62 * 90 45 3.0 286 1600 2.19 1 3 63. Link_63 * 90 45 3.0 2392 1600 2.19 1 3 64. Link_64 * 90 45 3.0 2625 1600 2.19 1 3 65. Link_65 * 90 45 3.0 146 1600 2.19 1 3 66. Link_66 * 90 45 3.0 2593 1600 2.19 1 3 67. Link_67 * 90 45 3.0 2527 1600 2.19 1 3 68. Link_68 * 90 45 3.0 105 1600 2.19 1 3 69. Link_69 * 90 45 3.0 2751 1600 2.19 1 3 70. Link_70 * 90 45 3.0 47 1600 2.19 1 3 71. Link_71 * 90 45 3.0 2382 1600 2.19 1 3 72. Link_72 * 90 45 3.0 1092 1600 2.19 1 3 73. Link_73 * 90 45 3.0 2752 1600 2.19 1 3 74. Link_74 * 90 45 3.0 1893 1600 2.19 1 3 75. Link_75 * 90 45 3.0 1074 1600 2.19 1 3 76. Link_76 * 90 45 3.0 735 1600 2.19 1 3 77. Link_77 * 90 45 3.0 3271 1600 2.19 1 3 78. Link_78 * 90 45 3.0 907 1600 2.19 1 3 79. Link_79 * 90 45 3.0 766 1600 2.19 1 3 80. Link_80 * 90 45 3.0 4279 1600 2.19 1 3 81. Link_81 * 90 45 3.0 250 1600 2.19 1 3 82. Link_82 * 90 45 3.0 1171 1600 2.19 1 3 83. Link_83 * 90 45 3.0 236 1600 2.19 1 3 84. Link_84 * 90 45 3.0 4738 1600 2.19 1 3 85. Link_85 * 90 45 3.0 2848 1600 2.19 1 3 86. Link_86 * 90 45 3.0 863 1600 2.19 1 3 87. Link_87 * 90 45 3.0 1296 1600 2.19 1 3 88. Link_88 * 90 45 3.0 75 1600 2.19 1 3 89. Link_89 * 90 45 3.0 691 1600 2.19 1 3


JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 19. 14. 14. 12. 9. 11. 8. 10. 11. 9. 10. 9. 10. 9. 10. 11. 12. 10. 8. 8. 10. * 19. 12. 14. 11. 8. 11. 7. 10. 11. 9. 10. 9. 9. 8. 9. 11. 12. 10. 8. 8. 20. * 19. 11. 14. 10. 8. 9. 6. 9. 12. 8. 10. 9. 9. 8. 9. 10. 12. 10. 9. 8. 30. * 19. 11. 14. 11. 8. 8. 7. 8. 12. 8. 11. 9. 10. 9. 9. 10. 12. 10. 8. 8. 40. * 19. 12. 14. 11. 8. 8. 6. 7. 11. 7. 11. 9. 11. 10. 10. 10. 12. 10. 8. 8. 50. * 18. 11. 13. 10. 7. 8. 6. 7. 9. 6. 9. 7. 11. 9. 11. 12. 13. 12. 10. 9. 60. * 16. 9. 11. 8. 6. 6. 4. 5. 6. 4. 6. 4. 7. 6. 8. 14. 15. 9. 12. 10. 70. * 15. 7. 10. 7. 4. 4. 5. 3. 3. 4. 3. 4. 3. 4. 4. 10. 12. 4. 8. 8. 80. * 14. 6. 10. 6. 5. 4. 14. 6. 4. 12. 6. 12. 6. 14. 11. 6. 6. 14. 12. 16. 90. * 15. 7. 10. 7. 10. 10. 32. 16. 12. 29. 17. 30. 19. 35. 30. 13. 11. 36. 29. 37. 100. * 16. 10. 12. 11. 22. 22. 40. 28. 23. 38. 27. 42. 31. 50. 45. 25. 22. 48. 42. 46. 110. * 18. 17. 18. 20. 33. 28. 39. 30. 27. 43. 33. 49. 38. 54. 47. 32. 30. 44. 40. 38. 120. * 23. 25. 25. 27. 32. 27. 40. 30. 30. 46. 37. 52. 41. 49. 42. 33. 30. 36. 32. 32. 130. * 26. 26. 30. 29. 29. 27. 41. 33. 33. 49. 38. 50. 38. 44. 35. 30. 25. 31. 28. 29. 140. * 28. 24. 30. 26. 28. 30. 43. 36. 33. 47. 36. 45. 34. 41. 32. 26. 22. 29. 27. 29. 150. * 27. 24. 29. 25. 31. 32. 46. 37. 31. 43. 33. 42. 32. 39. 29. 24. 20. 29. 26. 28. 160. * 26. 26. 27. 27. 33. 31. 44. 34. 29. 42. 32. 41. 31. 37. 29. 23. 20. 29. 26. 28. 170. * 24. 25. 26. 26. 31. 28. 42. 32. 29. 41. 31. 41. 31. 35. 29. 22. 20. 29. 27. 29. 180. * 22. 23. 24. 24. 30. 28. 41. 32. 29. 42. 31. 41. 30. 35. 29. 22. 20. 30. 27. 29. 190. * 21. 23. 23. 24. 29. 28. 42. 32. 29. 42. 32. 42. 30. 35. 30. 24. 21. 31. 29. 31. 200. * 22. 24. 24. 25. 30. 29. 42. 33. 30. 44. 33. 43. 30. 36. 31. 25. 22. 32. 30. 32. 210. * 23. 24. 24. 26. 30. 30. 43. 35. 31. 45. 34. 45. 31. 38. 33. 26. 25. 34. 33. 37. 220. * 25. 26. 27. 28. 33. 33. 45. 37. 32. 48. 35. 46. 33. 41. 36. 30. 26. 39. 36. 40. 230. * 28. 30. 30. 32. 38. 37. 51. 42. 36. 54. 38. 51. 37. 47. 40. 26. 16. 40. 29. 28. 240. * 25. 27. 30. 31. 42. 37. 61. 44. 31. 59. 34. 51. 30. 41. 28. 11. 6. 24. 12. 12. 250. * 10. 12. 14. 15. 25. 19. 50. 24. 13. 38. 15. 28. 12. 18. 11. 4. 4. 10. 5. 6. 260. * 6. 5. 5. 5. 7. 5. 17. 6. 5. 11. 5. 8. 5. 6. 5. 4. 6. 6. 4. 4. 270. * 7. 6. 6. 5. 5. 5. 4. 4. 5. 4. 5. 4. 5. 4. 5. 6. 9. 6. 4. 4. 280. * 17. 11. 12. 10. 7. 7. 6. 6. 7. 6. 6. 5. 7. 6. 7. 8. 10. 7. 5. 5. 290. * 36. 21. 25. 19. 13. 12. 9. 10. 10. 8. 9. 8. 9. 8. 9. 10. 12. 9. 8. 7. 300. * 38. 28. 30. 26. 17. 16. 13. 14. 14. 11. 12. 10. 12. 10. 10. 12. 13. 11. 10. 9. 310. * 29. 26. 24. 24. 18. 17. 14. 15. 15. 12. 13. 11. 13. 11. 12. 13. 14. 12. 10. 10. 320. * 24. 20. 18. 18. 16. 16. 13. 14. 14. 12. 13. 11. 12. 11. 12. 13. 14. 13. 11. 11. 330. * 22. 16. 16. 14. 13. 14. 11. 12. 13. 11. 12. 10. 11. 10. 11. 12. 13. 11. 10. 10. 340. * 21. 15. 16. 14. 11. 13. 10. 12. 12. 10. 11. 10. 11. 9. 10. 11. 12. 10. 9. 8. 350. * 20. 14. 15. 13. 10. 12. 9. 11. 11. 10. 10. 9. 10. 9. 10. 11. 12. 10. 8. 8. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 38. 30. 30. 32. 42. 37. 61. 44. 36. 59. 38. 52. 41. 54. 47. 33. 30. 48. 42. 46. DEGR. * 300 230 300 230 240 240 240 240 230 240 130 120 120 110 110 120 120 100 100 100


JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 9. 9. 8. 11. 7. 10. * 9. 9. 8. 11. 7. 20. * 10. 9. 8. 12. 7. 30. * 9. 10. 8. 12. 7. 40. * 10. 10. 8. 12. 7. 50. * 10. 10. 8. 13. 6. 60. * 12. 11. 10. 14. 5. 70. * 8. 8. 7. 12. 4. 80. * 8. 8. 14. 8. 4. 90. * 20. 23. 33. 18. 7. 100. * 34. 35. 40. 30. 16. 110. * 34. 32. 32. 28. 29. 120. * 28. 25. 27. 22. 34. 130. * 24. 23. 26. 20. 36. 140. * 22. 22. 25. 20. 39. 150. * 22. 21. 25. 19. 40. 160. * 22. 22. 25. 19. 42. 170. * 22. 22. 25. 20. 46. 180. * 22. 23. 27. 21. 48. 190. * 24. 24. 28. 23. 44. 200. * 26. 28. 32. 26. 40. 210. * 30. 30. 35. 23. 37. 220. * 28. 24. 28. 13. 38. 230. * 16. 11. 14. 7. 40. 240. * 6. 6. 7. 6. 47. 250. * 4. 4. 5. 6. 38. 260. * 4. 5. 5. 5. 14. 270. * 5. 5. 5. 6. 7. 280. * 7. 6. 5. 7. 10. 290. * 10. 8. 6. 11. 19. 300. * 11. 11. 8. 14. 24. 310. * 12. 12. 11. 15. 20. 320. * 12. 13. 12. 16. 15. 330. * 11. 11. 11. 14. 11. 340. * 10. 10. 9. 12. 8. 350. * 9. 9. 8. 11. 7. ------*------------------------------ MAX * 34. 35. 40. 30. 48. DEGR. * 110 100 100 100 180 THE HIGHEST CONCENTRATION OF 61. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Future NOx RUN: NOx - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 11. 8. 8. 7. 5. 6. 4. 5. 6. 5. 6. 5. 5. 4. 5. 6. 6. 6. 4. 4. 10. * 11. 7. 8. 6. 5. 6. 4. 5. 6. 5. 5. 5. 5. 4. 5. 6. 7. 6. 5. 4. 20. * 11. 6. 8. 6. 4. 5. 4. 5. 6. 5. 6. 5. 5. 4. 5. 6. 7. 5. 4. 4. 30. * 11. 6. 8. 6. 5. 5. 4. 4. 6. 4. 6. 5. 5. 5. 5. 5. 7. 5. 5. 4. 40. * 11. 6. 8. 6. 5. 5. 4. 4. 6. 4. 6. 4. 6. 5. 5. 5. 6. 6. 4. 4. 50. * 10. 6. 8. 6. 4. 4. 3. 4. 5. 3. 5. 4. 6. 5. 6. 7. 7. 6. 5. 5. 60. * 9. 5. 6. 5. 3. 3. 2. 2. 3. 2. 3. 2. 4. 3. 4. 8. 8. 5. 6. 6. 70. * 8. 4. 6. 4. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 5. 6. 3. 4. 4. 80. * 8. 4. 5. 3. 3. 2. 7. 3. 2. 7. 3. 6. 3. 7. 5. 3. 3. 7. 6. 8. 90. * 9. 4. 6. 4. 5. 5. 17. 9. 6. 16. 9. 16. 10. 19. 16. 7. 6. 19. 15. 20. 100. * 9. 5. 6. 6. 12. 12. 22. 15. 12. 21. 15. 23. 16. 28. 24. 13. 12. 27. 23. 25. 110. * 10. 9. 10. 11. 18. 15. 22. 16. 15. 23. 18. 27. 21. 30. 26. 17. 16. 24. 22. 21. 120. * 12. 13. 14. 15. 18. 15. 22. 17. 16. 26. 20. 28. 22. 27. 23. 18. 16. 20. 18. 17. 130. * 15. 14. 16. 16. 16. 15. 23. 18. 18. 28. 21. 28. 21. 24. 19. 16. 13. 17. 16. 16. 140. * 15. 13. 17. 14. 16. 16. 24. 20. 18. 26. 20. 25. 19. 23. 18. 14. 12. 16. 15. 16. 150. * 15. 13. 16. 14. 17. 17. 26. 20. 17. 24. 18. 24. 18. 22. 17. 13. 11. 16. 15. 16. 160. * 14. 14. 15. 15. 18. 17. 25. 19. 16. 23. 18. 23. 18. 21. 16. 12. 11. 16. 15. 16. 170. * 13. 14. 15. 14. 17. 16. 24. 18. 16. 23. 17. 23. 18. 20. 16. 12. 11. 16. 15. 16. 180. * 12. 13. 13. 14. 16. 16. 23. 18. 16. 23. 18. 23. 17. 19. 16. 12. 11. 17. 15. 16. 190. * 12. 12. 12. 13. 16. 15. 23. 18. 16. 24. 18. 24. 17. 20. 17. 13. 12. 17. 16. 17. 200. * 12. 13. 13. 14. 17. 16. 23. 19. 16. 25. 18. 24. 17. 20. 17. 13. 12. 18. 16. 18. 210. * 12. 13. 13. 14. 17. 17. 24. 19. 17. 25. 18. 25. 17. 21. 18. 14. 13. 19. 18. 20. 220. * 13. 14. 14. 15. 18. 18. 25. 20. 18. 27. 19. 26. 18. 23. 20. 16. 14. 21. 20. 21. 230. * 15. 16. 16. 17. 20. 20. 28. 23. 19. 30. 21. 28. 20. 25. 22. 14. 8. 22. 15. 15. 240. * 13. 14. 16. 16. 22. 20. 33. 24. 17. 32. 18. 27. 16. 22. 15. 6. 3. 13. 6. 6. 250. * 5. 6. 7. 8. 13. 10. 27. 13. 7. 21. 8. 15. 6. 10. 5. 2. 2. 5. 3. 3. 260. * 3. 3. 3. 3. 4. 3. 9. 4. 3. 5. 3. 4. 2. 3. 3. 2. 3. 4. 2. 2. 270. * 4. 3. 3. 3. 2. 2. 2. 2. 3. 2. 2. 2. 3. 2. 3. 4. 5. 3. 2. 2. 280. * 10. 6. 7. 5. 4. 4. 3. 3. 4. 3. 3. 3. 4. 3. 3. 4. 5. 4. 3. 2. 290. * 19. 11. 13. 10. 7. 7. 5. 5. 6. 5. 5. 4. 5. 4. 5. 5. 6. 5. 4. 4. 300. * 21. 15. 16. 14. 9. 9. 6. 7. 7. 6. 6. 6. 6. 5. 6. 6. 7. 6. 5. 5. 310. * 16. 14. 13. 13. 10. 9. 7. 8. 8. 6. 7. 6. 7. 6. 6. 7. 8. 6. 6. 6. 320. * 13. 11. 10. 10. 8. 9. 7. 7. 7. 6. 7. 6. 6. 6. 6. 7. 8. 7. 6. 6. 330. * 12. 9. 9. 8. 7. 8. 6. 7. 7. 6. 6. 5. 6. 5. 6. 6. 7. 6. 6. 5. 340. * 12. 8. 9. 8. 6. 7. 5. 6. 6. 5. 6. 5. 6. 5. 5. 6. 7. 6. 5. 4. 350. * 11. 8. 8. 7. 6. 6. 5. 6. 6. 5. 6. 5. 6. 5. 5. 6. 6. 5. 4. 4. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 21. 16. 17. 17. 22. 20. 33. 24. 19. 32. 21. 28. 22. 30. 26. 18. 16. 27. 23. 25. DEGR. * 300 230 140 230 240 240 240 240 230 240 130 120 120 110 110 120 120 100 100 100


JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 5. 5. 4. 6. 4. 10. * 5. 5. 4. 6. 4. 20. * 5. 5. 4. 6. 4. 30. * 5. 5. 4. 6. 4. 40. * 5. 5. 4. 7. 4. 50. * 5. 5. 4. 7. 3. 60. * 6. 6. 5. 8. 3. 70. * 4. 4. 4. 6. 2. 80. * 4. 4. 7. 4. 2. 90. * 11. 12. 18. 10. 4. 100. * 18. 19. 21. 16. 9. 110. * 18. 17. 17. 15. 16. 120. * 15. 14. 15. 12. 19. 130. * 13. 12. 14. 11. 20. 140. * 12. 12. 14. 11. 22. 150. * 12. 12. 14. 10. 22. 160. * 12. 12. 14. 10. 23. 170. * 12. 12. 14. 11. 26. 180. * 12. 12. 15. 12. 27. 190. * 13. 14. 16. 12. 24. 200. * 14. 15. 17. 14. 22. 210. * 16. 16. 19. 12. 21. 220. * 15. 13. 15. 7. 20. 230. * 8. 6. 8. 4. 22. 240. * 3. 3. 4. 3. 25. 250. * 2. 2. 3. 3. 21. 260. * 2. 2. 3. 3. 7. 270. * 3. 3. 3. 3. 3. 280. * 4. 3. 3. 4. 6. 290. * 5. 5. 3. 6. 10. 300. * 6. 6. 4. 8. 13. 310. * 6. 7. 6. 8. 11. 320. * 7. 7. 6. 8. 8. 330. * 6. 6. 6. 8. 6. 340. * 5. 5. 5. 7. 4. 350. * 5. 5. 4. 6. 4. ------*------------------------------ MAX * 18. 19. 21. 16. 27. DEGR. * 110 100 100 100 180 THE HIGHEST CONCENTRATION OF 33. ug/m**3 OCCURRED AT RECEPTOR REC7 .


JOB: Future NOx RUN: NOx - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 6. 4. 4. 4. 3. 3. 2. 3. 3. 3. 3. 3. 3. 2. 3. 3. 3. 3. 2. 2. 10. * 6. 4. 4. 3. 2. 3. 2. 3. 3. 3. 3. 2. 3. 2. 3. 3. 4. 3. 2. 2. 20. * 6. 3. 4. 3. 2. 3. 2. 3. 3. 2. 3. 3. 3. 2. 3. 3. 4. 3. 2. 2. 30. * 6. 3. 4. 3. 2. 3. 2. 2. 3. 2. 3. 3. 3. 2. 2. 3. 4. 3. 2. 2. 40. * 6. 4. 4. 3. 2. 2. 2. 2. 3. 2. 3. 2. 3. 3. 3. 3. 4. 3. 2. 2. 50. * 6. 3. 4. 3. 2. 2. 2. 2. 2. 2. 3. 2. 3. 3. 3. 3. 4. 3. 3. 3. 60. * 5. 3. 3. 2. 2. 2. 1. 1. 2. 1. 2. 1. 2. 2. 2. 4. 4. 2. 3. 3. 70. * 5. 2. 3. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 3. 3. 1. 2. 2. 80. * 4. 2. 3. 2. 1. 1. 4. 2. 1. 3. 1. 3. 2. 3. 3. 2. 2. 3. 3. 4. 90. * 5. 2. 3. 2. 3. 3. 9. 4. 3. 8. 4. 8. 5. 10. 8. 3. 3. 10. 8. 10. 100. * 5. 3. 3. 3. 7. 6. 12. 8. 6. 11. 7. 12. 9. 14. 13. 7. 6. 14. 12. 13. 110. * 6. 5. 5. 6. 9. 8. 11. 9. 7. 12. 9. 14. 11. 15. 14. 9. 8. 13. 11. 11. 120. * 7. 7. 7. 8. 9. 8. 12. 9. 9. 14. 11. 15. 12. 15. 12. 10. 8. 10. 9. 9. 130. * 8. 7. 9. 8. 8. 8. 12. 10. 10. 14. 11. 15. 11. 13. 10. 9. 7. 9. 8. 9. 140. * 8. 7. 9. 7. 8. 9. 13. 10. 10. 14. 11. 14. 10. 12. 9. 7. 6. 9. 8. 9. 150. * 7. 7. 8. 7. 9. 9. 14. 11. 9. 13. 10. 13. 9. 12. 9. 7. 6. 9. 8. 8. 160. * 7. 7. 8. 8. 10. 9. 13. 10. 8. 13. 9. 13. 9. 11. 9. 7. 6. 9. 8. 8. 170. * 7. 7. 8. 7. 9. 8. 13. 10. 8. 13. 9. 12. 9. 10. 9. 6. 6. 9. 8. 9. 180. * 6. 7. 7. 7. 9. 8. 12. 9. 8. 12. 9. 12. 9. 10. 9. 6. 5. 9. 8. 9. 190. * 6. 7. 6. 7. 9. 8. 12. 10. 8. 13. 10. 13. 9. 10. 9. 7. 6. 9. 8. 9. 200. * 6. 7. 7. 7. 9. 9. 13. 10. 9. 13. 10. 13. 9. 11. 9. 7. 6. 9. 9. 9. 210. * 7. 7. 7. 7. 9. 9. 13. 10. 9. 14. 10. 13. 9. 11. 10. 8. 7. 10. 10. 11. 220. * 7. 7. 8. 8. 10. 10. 14. 11. 9. 14. 10. 14. 10. 12. 11. 8. 7. 11. 10. 11. 230. * 8. 8. 8. 9. 11. 11. 15. 12. 10. 16. 11. 15. 11. 14. 11. 7. 5. 11. 8. 8. 240. * 7. 7. 8. 8. 12. 10. 17. 12. 9. 17. 10. 14. 8. 12. 8. 3. 1. 6. 3. 3. 250. * 3. 3. 4. 4. 6. 5. 14. 7. 4. 11. 4. 8. 3. 5. 3. 1. 1. 3. 1. 1. 260. * 1. 1. 1. 1. 2. 1. 5. 2. 1. 3. 1. 2. 1. 1. 1. 1. 2. 2. 1. 1. 270. * 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 2. 2. 1. 1. 280. * 5. 3. 3. 3. 2. 2. 1. 2. 2. 2. 2. 1. 2. 1. 2. 2. 3. 2. 2. 1. 290. * 10. 6. 7. 5. 4. 3. 3. 3. 3. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. 300. * 11. 8. 8. 7. 5. 4. 4. 4. 4. 3. 3. 3. 3. 2. 3. 4. 4. 3. 3. 2. 310. * 9. 7. 7. 7. 5. 5. 4. 4. 4. 3. 4. 3. 3. 3. 3. 4. 4. 3. 3. 3. 320. * 7. 6. 5. 5. 4. 4. 4. 4. 4. 3. 4. 3. 3. 3. 3. 4. 4. 3. 3. 3. 330. * 7. 5. 5. 4. 4. 4. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 4. 3. 3. 3. 340. * 6. 4. 4. 4. 3. 4. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 4. 3. 2. 2. 350. * 6. 4. 4. 4. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 2. 2. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 11. 8. 9. 9. 12. 11. 17. 12. 10. 17. 11. 15. 12. 15. 14. 10. 8. 14. 12. 13.


DEGR. * 300 230 140 230 240 230 240 240 230 240 130 120 120 110 110 120 120 100 100 100 JOB: Future NOx RUN: NOx - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 3. 3. 2. 3. 2. 10. * 2. 3. 2. 3. 2. 20. * 3. 3. 2. 3. 2. 30. * 3. 3. 2. 4. 2. 40. * 3. 3. 2. 4. 2. 50. * 3. 3. 2. 4. 2. 60. * 3. 3. 3. 4. 1. 70. * 2. 2. 2. 3. 1. 80. * 2. 2. 4. 2. 1. 90. * 6. 6. 9. 5. 2. 100. * 10. 10. 11. 8. 5. 110. * 10. 9. 9. 8. 8. 120. * 8. 7. 8. 6. 10. 130. * 7. 6. 8. 6. 11. 140. * 6. 6. 8. 6. 12. 150. * 6. 6. 7. 6. 12. 160. * 6. 6. 7. 6. 13. 170. * 6. 6. 8. 6. 14. 180. * 6. 6. 8. 6. 14. 190. * 7. 7. 8. 6. 13. 200. * 8. 8. 9. 7. 12. 210. * 8. 8. 10. 6. 11. 220. * 8. 6. 8. 3. 11. 230. * 4. 3. 4. 2. 11. 240. * 2. 1. 2. 1. 13. 250. * 1. 1. 2. 1. 10. 260. * 1. 1. 1. 2. 4. 270. * 1. 1. 1. 2. 2. 280. * 2. 2. 2. 2. 3. 290. * 3. 2. 2. 3. 5. 300. * 3. 3. 2. 4. 7. 310. * 4. 3. 3. 4. 5. 320. * 3. 3. 3. 4. 4. 330. * 3. 3. 3. 4. 3. 340. * 3. 3. 2. 4. 2. 350. * 3. 3. 2. 3. 2. ------*------------------------------


MAX * 10. 10. 11. 8. 14. DEGR. * 110 100 100 100 180 THE HIGHEST CONCENTRATION OF 17. ug/m**3 OCCURRED AT RECEPTOR REC7 . CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 PAGE 1 JOB: Future PM10 RUN: PM10 - FUTURE DATE : 6/15/10 TIME : 17: 8:52 The MODE flag has been set to P for calculating PM averages. SITE & METEOROLOGICAL VARIABLES ------------------------------- VS = 0.0 CM/S VD = 0.0 CM/S Z0 = 100. CM U = 1.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3 LINK VARIABLES -------------- LINK DESCRIPTION * LINK COORDINATES (M) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (M) (DEG) (G/MI) (M) (M) (VEH) --------------------------------------------*--------------------------------------------------*---------------------------------------------------------- 1. Link_1 * 1136.86 185.93 1060.24 665.28 * 485. 351. AG 863. 0.0 0.0 20.0 2. Link_2 * 1060.24 665.28 1015.38 948.41 * 287. 351. AG 1361. 0.0 0.0 20.0 3. Link_3 * 1015.38 948.41 921.01 1249.30 * 315. 343. AG 821. 0.0 0.0 20.0 4. Link_4 * 921.01 1249.30 828.50 1456.74 * 227. 336. AG 907. 0.0 0.0 20.0 5. Link_5 * 828.50 1456.74 678.06 1802.47 * 377. 336. AG 1074. 0.0 0.0 20.0 6. Link_6 * 678.06 1802.47 646.29 2118.30 * 317. 354. AG 1124. 0.0 0.0 20.0 7. Link_7 * 638.81 2117.37 668.71 1800.60 * 318. 175. AG 1893. 0.0 0.0 20.0 8. Link_8 * 668.71 1800.60 815.42 1451.13 * 379. 157. AG 3271. 0.0 0.0 20.0 9. Link_9 * 815.42 1451.13 904.19 1248.36 * 221. 156. AG 4001. 0.0 0.0 20.0 10. Link_10 * 904.19 1248.36 1005.10 946.54 * 318. 162. AG 4279. 0.0 0.0 20.0 11. Link_11 * 1005.10 946.54 1051.83 662.48 * 288. 171. AG 4661. 0.0 0.0 20.0 12. Link_12 * 1051.83 662.48 1126.58 188.73 * 480. 171. AG 6149. 0.0 0.0 20.0 13. Link_13 * 1037.81 397.11 1417.18 614.82 * 437. 60. AG 10367. 0.0 0.0 20.0 14. Link_14 * 1417.18 614.82 2279.65 867.12 * 899. 74. AG 10367. 0.0 0.0 20.0 15. Link_15 * 2279.65 867.12 2715.09 914.77 * 438. 84. AG 10367. 0.0 0.0 20.0 16. Link_16 * 2715.09 914.77 3098.20 967.10 * 387. 82. AG 10367. 0.0 0.0 20.0 17. Link_17 * 3098.20 967.10 3548.59 1183.89 * 500. 64. AG 10367. 0.0 0.0 20.0 18. Link_18 * 3532.71 1212.85 3054.29 1061.48 * 502. 252. AG 10367. 0.0 0.0 20.0 19. Link_19 * 3054.29 1061.48 2514.19 988.59 * 545. 262. AG 10367. 0.0 0.0 20.0 20. Link_20 * 2514.19 988.59 2203.96 913.84 * 319. 256. AG 10367. 0.0 0.0 20.0 21. Link_21 * 2203.96 913.84 1711.53 765.27 * 514. 253. AG 10367. 0.0 0.0 20.0 22. Link_22 * 1711.53 765.27 1402.23 655.94 * 328. 251. AG 10367. 0.0 0.0 20.0 23. Link_23 * 1402.23 655.94 1020.06 439.15 * 439. 240. AG 10367. 0.0 0.0 20.0 24. Link_24 * 2273.11 866.18 2618.85 888.61 * 346. 86. AG 2008. 0.0 0.0 20.0 25. Link_25 * 2618.85 888.61 2981.40 754.05 * 387. 110. AG 2008. 0.0 0.0 20.0 26. Link_26 * 2981.40 754.05 3188.84 459.71 * 360. 145. AG 2008. 0.0 0.0 20.0 27. Link_27 * 3220.61 483.07 3072.04 775.54 * 328. 333. AG 2008. 0.0 0.0 20.0 28. Link_28 * 3072.04 775.54 2845.91 946.54 * 284. 307. AG 2008. 0.0 0.0 20.0


29. Link_29 * 2845.91 946.54 2559.04 969.90 * 288. 275. AG 2008. 0.0 0.0 20.0 30. Link_30 * 2559.04 969.90 2208.64 915.71 * 355. 261. AG 2008. 0.0 0.0 20.0 31. Link_31 * 3531.77 1213.79 3244.91 1072.69 * 320. 244. AG 2008. 0.0 0.0 20.0 32. Link_32 * 3244.91 1072.69 3109.42 857.77 * 254. 212. AG 2008. 0.0 0.0 20.0 33. Link_33 * 3109.42 857.77 3107.55 659.68 * 198. 181. AG 2008. 0.0 0.0 20.0 34. Link_34 * 3107.55 659.68 3184.17 467.19 * 207. 158. AG 2008. 0.0 0.0 20.0 35. Link_35 * 3249.58 491.48 3181.37 716.68 * 235. 343. AG 2008. 0.0 0.0 20.0 36. Link_36 * 3181.37 716.68 3242.10 954.95 * 246. 14. AG 2008. 0.0 0.0 20.0 37. Link_37 * 3242.10 954.95 3542.05 1182.95 * 377. 53. AG 2008. 0.0 0.0 20.0 38. Link_38 * 3426.18 1058.67 3162.68 1171.74 * 287. 293. AG 908. 0.0 0.0 14.0 39. Link_39 * 3162.68 1171.74 3101.01 1229.67 * 85. 313. AG 438. 0.0 0.0 14.0 40. Link_40 * 3101.01 1229.67 2900.11 1689.41 * 502. 336. AG 286. 0.0 0.0 14.0 41. Link_41 * 2892.63 1685.67 3087.92 1227.80 * 498. 157. AG 521. 0.0 0.0 14.0 42. Link_42 * 3087.92 1227.80 3157.07 1160.53 * 96. 134. AG 1296. 0.0 0.0 14.0 43. Link_43 * 3157.07 1160.53 3418.71 1048.40 * 285. 113. AG 1313. 0.0 0.0 14.0 44. Link_44 * 2895.43 1696.88 2661.83 1622.13 * 245. 252. AG 2625. 0.0 0.0 16.0 45. Link_45 * 2661.83 1622.13 1900.40 1931.41 * 822. 292. AG 2382. 0.0 0.0 16.0 46. Link_46 * 1900.40 1931.41 1150.87 1995.90 * 752. 275. AG 2204. 0.0 0.0 16.0 47. Link_47 * 1150.87 1995.90 639.75 2137.93 * 530. 286. AG 2382. 0.0 0.0 16.0 48. Link_48 * 636.94 2129.52 1153.68 1990.29 * 535. 105. AG 2270. 0.0 0.0 16.0 49. Link_49 * 1153.68 1990.29 1901.33 1923.06 * 751. 95. AG 2751. 0.0 0.0 16.0 50. Link_50 * 1901.33 1923.06 2660.90 1613.72 * 820. 112. AG 2751. 0.0 0.0 16.0 51. Link_51 * 2660.90 1613.72 2889.83 1685.67 * 240. 73. AG 2392. 0.0 0.0 16.0 52. Link_52 * 2659.96 1611.85 2661.83 1559.52 * 52. 178. AG 274. 0.0 0.0 12.0 53. Link_53 * 2661.83 1559.52 1252.73 711.07 * 1645. 239. AG 274. 0.0 0.0 12.0 54. Link_54 * 1252.73 711.07 1021.92 952.15 * 334. 316. AG 250. 0.0 0.0 12.0 55. Link_55 * 1017.25 944.67 1248.99 703.59 * 334. 136. AG 266. 0.0 0.0 12.0 56. Link_56 * 1248.99 703.59 2669.31 1557.65 * 1657. 59. AG 266. 0.0 0.0 12.0 57. Link_57 * 2669.31 1557.65 2665.57 1617.46 * 60. 356. AG 146. 0.0 0.0 12.0 58. Link_58 * 3477.09 1235.95 3163.82 1170.56 * 320. 258. AG 249. 0.0 0.0 14.0 59. Link_59 * 3204.40 1138.64 3011.55 1076.35 * 203. 252. AG 249. 0.0 0.0 14.0 60. Link_60 * 3011.55 1076.35 2517.13 989.69 * 502. 260. AG 249. 0.0 0.0 14.0 61. Link_61 * 2897.93 1697.77 4510.25 2671.98 * 1884. 59. AG 3. 100.0 0.0 20.0 1.80 314.0 62. Link_62 * 2899.87 1688.43 2904.33 1678.67 * 11. 155. AG 3. 100.0 0.0 20.0 0.20 1.8 63. Link_63 * 2888.97 1686.09 1358.85 1180.75 * 1611. 252. AG 3. 100.0 0.0 20.0 1.68 268.6 64. Link_64 * 2663.15 1623.80 4546.28 2217.75 * 1975. 72. AG 3. 100.0 0.0 20.0 1.85 329.1 65. Link_65 * 2665.88 1615.62 2666.48 1604.69 * 11. 177. AG 2. 100.0 0.0 20.0 0.21 1.8 66. Link_66 * 2659.26 1615.23 876.91 2341.10 * 1924. 292. AG 3. 100.0 0.0 20.0 1.82 320.7 67. Link_67 * 1902.77 1930.21 3592.93 1251.96 * 1821. 112. AG 3. 100.0 0.0 20.0 1.78 303.5 68. Link_68 * 1898.49 1919.31 1895.75 1911.93 * 8. 200. AG 2. 100.0 0.0 15.0 0.15 1.3 69. Link_69 * 1897.71 1924.37 -268.99 2073.37 * 2172. 274. AG 3. 100.0 0.0 20.0 1.93 362.0 70. Link_70 * 642.48 2142.79 643.48 2146.17 * 4. 17. AG 2. 100.0 0.0 15.0 0.07 0.6 71. Link_71 * 641.31 2138.51 2175.91 1700.97 * 1596. 106. AG 3. 100.0 0.0 20.0 1.68 266.0 72. Link_72 * 645.59 2116.70 649.99 2075.86 * 41. 174. AG 3. 100.0 0.0 20.0 0.77 6.8 73. Link_73 * 626.12 2141.62 -1546.55 2241.20 * 2175. 273. AG 3. 100.0 0.0 20.0 1.94 362.5 74. Link_74 * 668.95 1803.67 588.09 2628.43 * 829. 354. AG 3. 100.0 0.0 20.0 1.33 138.1 75. Link_75 * 679.07 1800.17 694.94 1763.15 * 40. 157. AG 3. 100.0 0.0 20.0 0.76 6.7 76. Link_76 * 666.62 1799.00 641.31 1788.18 * 28. 247. AG 3. 100.0 0.0 15.0 0.52 4.6 77. Link_77 * 813.01 1456.77 -376.44 4195.45 * 2986. 337. AG 3. 100.0 0.0 20.0 2.30 497.6 78. Link_78 * 829.36 1454.82 843.12 1423.76 * 34. 156. AG 3. 100.0 0.0 20.0 0.64 5.7 79. Link_79 * 809.89 1448.20 784.00 1435.76 * 29. 244. AG 3. 100.0 0.0 15.0 0.54 4.8 80. Link_80 * 1003.40 949.07 -375.00 5299.67 * 4564. 342. AG 3. 100.0 0.0 20.0 3.01 760.6


81. Link_81 * 1016.24 945.57 1034.85 943.32 * 19. 97. AG 2. 100.0 0.0 15.0 0.35 3.1 82. Link_82 * 1015.85 944.01 1023.19 897.37 * 47. 171. AG 3. 100.0 0.0 20.0 0.82 7.9 83. Link_83 * 1002.62 945.96 986.10 939.59 * 18. 249. AG 2. 100.0 0.0 20.0 0.33 3.0 84. Link_84 * 1040.38 734.54 1855.82 -4485.97 * 5284. 171. AG 3. 100.0 0.0 20.0 3.33 880.6 85. Link_85 * 1061.41 666.02 3371.98 926.73 * 2325. 84. AG 3. 100.0 0.0 20.0 2.00 387.5 86. Link_86 * 1059.85 664.07 1064.99 632.16 * 32. 171. AG 3. 100.0 0.0 20.0 0.61 5.4 87. Link_87 * 3154.11 1163.21 3109.82 1207.24 * 62. 315. AG 3. 100.0 0.0 20.0 0.91 10.4 88. Link_88 * 3160.34 1170.60 3165.81 1171.92 * 6. 76. AG 2. 100.0 0.0 20.0 0.11 0.9 89. Link_89 * 3224.36 1139.73 3248.17 1129.60 * 26. 113. AG 3. 100.0 0.0 20.0 0.49 4.3 90. Link_90 * 3504.85 1239.47 3264.77 1180.60 * 247. 256. AG 80. 0.0 0.0 14.0 91. Link_91 * 3264.77 1180.60 3219.17 1163.86 * 49. 250. AG 80. 0.0 0.0 14.0 92. Link_92 * 3219.17 1163.86 3144.15 1138.47 * 79. 251. DP 80. 0.0 0.0 14.0 93. Link_93 * 3144.15 1138.47 3034.49 1097.49 * 117. 250. AG 80. 0.0 0.0 14.0 94. Link_94 * 3034.49 1097.49 2927.73 1070.95 * 110. 256. AG 80. 0.0 0.0 14.0 95. Link_95 * 2927.73 1070.95 2487.38 1001.69 * 446. 261. AG 80. 0.0 0.0 14.0 96. Link_96 * 2487.38 1001.69 2238.64 945.71 * 255. 257. AG 80. 0.0 0.0 14.0 97. Link_97 * 2238.64 945.71 1831.18 821.63 * 426. 253. AG 80. 0.0 0.0 14.0 98. Link_98 * 1831.18 821.63 1545.51 745.45 * 296. 255. AG 80. 0.0 0.0 14.0 99. Link_99 * 1545.51 745.45 1317.54 702.74 * 232. 259. AG 80. 0.0 0.0 14.0 100. Link_100 * 1317.54 702.74 1251.75 677.35 * 71. 249. AG 80. 0.0 0.0 14.0 101. Link_101 * 1251.75 677.35 1195.77 647.33 * 64. 242. AG 80. 0.0 0.0 14.0 102. Link_102 * 1195.77 647.33 1188.84 640.41 * 10. 225. AG 80. 0.0 0.0 9.5 103. Link_103 * 1188.84 640.41 1087.85 567.11 * 125. 234. AG 80. 0.0 0.0 14.0 104. Link_104 * 1087.85 567.11 1054.37 542.87 * 41. 234. AG 80. 0.0 0.0 14.0 105. Link_105 * 1054.37 542.87 762.35 327.03 * 363. 234. AG 80. 0.0 0.0 14.0


JOB: Future PM10 RUN: PM10 - FUTURE DATE : 6/15/10 TIME : 17: 8:52 61. Link_61 * 90 45 3.0 2566 1600 1.29 1 3 62. Link_62 * 90 45 3.0 286 1600 1.29 1 3 63. Link_63 * 90 45 3.0 2392 1600 1.29 1 3 64. Link_64 * 90 45 3.0 2625 1600 1.29 1 3 65. Link_65 * 90 45 3.0 146 1600 1.29 1 3 66. Link_66 * 90 45 3.0 2593 1600 1.29 1 3 67. Link_67 * 90 45 3.0 2527 1600 1.29 1 3 68. Link_68 * 90 45 3.0 105 1600 1.29 1 3 69. Link_69 * 90 45 3.0 2751 1600 1.29 1 3 70. Link_70 * 90 45 3.0 47 1600 1.29 1 3 71. Link_71 * 90 45 3.0 2382 1600 1.29 1 3 72. Link_72 * 90 45 3.0 1092 1600 1.29 1 3 73. Link_73 * 90 45 3.0 2752 1600 1.29 1 3 74. Link_74 * 90 45 3.0 1893 1600 1.29 1 3 75. Link_75 * 90 45 3.0 1074 1600 1.29 1 3 76. Link_76 * 90 45 3.0 735 1600 1.29 1 3 77. Link_77 * 90 45 3.0 3271 1600 1.29 1 3 78. Link_78 * 90 45 3.0 907 1600 1.29 1 3 79. Link_79 * 90 45 3.0 766 1600 1.29 1 3 80. Link_80 * 90 45 3.0 4279 1600 1.29 1 3 81. Link_81 * 90 45 3.0 250 1600 1.29 1 3 82. Link_82 * 90 45 3.0 1171 1600 1.29 1 3 83. Link_83 * 90 45 3.0 236 1600 1.29 1 3 84. Link_84 * 90 45 3.0 4738 1600 1.29 1 3 85. Link_85 * 90 45 3.0 2848 1600 1.29 1 3 86. Link_86 * 90 45 3.0 863 1600 1.29 1 3 87. Link_87 * 90 45 3.0 1296 1600 1.29 1 3 88. Link_88 * 90 45 3.0 75 1600 1.29 1 3 89. Link_89 * 90 45 3.0 691 1600 1.29 1 3


JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 9. 6. 6. 5. 4. 4. 3. 4. 4. 3. 3. 3. 4. 3. 4. 5. 5. 4. 4. 3. 10. * 9. 6. 6. 5. 4. 4. 3. 4. 4. 3. 3. 3. 4. 3. 4. 5. 5. 4. 4. 3. 20. * 9. 6. 6. 5. 4. 4. 3. 4. 4. 3. 4. 3. 4. 3. 3. 4. 6. 3. 4. 3. 30. * 9. 6. 6. 5. 4. 4. 3. 4. 4. 3. 4. 3. 4. 3. 3. 4. 5. 3. 4. 4. 40. * 10. 6. 6. 6. 4. 4. 3. 4. 5. 4. 4. 4. 4. 4. 3. 4. 5. 3. 3. 3. 50. * 9. 6. 6. 5. 4. 4. 3. 4. 5. 3. 4. 3. 5. 4. 4. 5. 6. 4. 4. 4. 60. * 8. 5. 5. 4. 3. 3. 2. 2. 3. 2. 3. 2. 3. 3. 4. 6. 7. 4. 5. 4. 70. * 7. 4. 4. 3. 2. 2. 2. 1. 2. 1. 2. 1. 2. 1. 2. 4. 5. 2. 3. 2. 80. * 7. 3. 4. 3. 2. 2. 2. 2. 1. 2. 1. 2. 1. 2. 2. 2. 2. 2. 1. 2. 90. * 7. 3. 4. 3. 2. 2. 4. 2. 2. 3. 2. 3. 2. 4. 3. 2. 2. 4. 3. 4. 100. * 8. 3. 4. 3. 3. 3. 4. 3. 3. 4. 3. 5. 3. 6. 5. 3. 2. 6. 5. 6. 110. * 6. 2. 3. 2. 4. 3. 4. 3. 3. 5. 4. 6. 5. 7. 6. 4. 4. 6. 5. 5. 120. * 3. 3. 3. 3. 4. 3. 5. 4. 4. 6. 5. 6. 5. 6. 5. 4. 4. 5. 4. 4. 130. * 3. 3. 3. 4. 4. 3. 5. 4. 4. 6. 5. 6. 5. 6. 4. 4. 3. 4. 4. 4. 140. * 3. 3. 4. 4. 4. 4. 5. 4. 4. 6. 4. 6. 4. 5. 4. 3. 3. 4. 4. 4. 150. * 4. 3. 4. 3. 4. 4. 6. 5. 4. 5. 4. 5. 4. 5. 4. 3. 3. 4. 4. 4. 160. * 3. 3. 3. 3. 4. 4. 6. 4. 4. 5. 4. 5. 4. 5. 4. 3. 3. 4. 4. 4. 170. * 3. 3. 3. 3. 4. 4. 5. 4. 4. 5. 4. 5. 4. 5. 4. 3. 3. 4. 4. 4. 180. * 3. 3. 3. 3. 4. 4. 5. 4. 4. 5. 4. 5. 4. 5. 4. 3. 3. 4. 4. 5. 190. * 3. 3. 3. 3. 4. 4. 5. 4. 4. 5. 4. 6. 4. 5. 4. 4. 4. 5. 4. 5. 200. * 3. 3. 3. 4. 4. 4. 6. 5. 4. 6. 5. 6. 4. 5. 5. 4. 4. 5. 5. 5. 210. * 3. 4. 3. 4. 4. 4. 6. 5. 4. 6. 5. 6. 4. 6. 5. 4. 4. 5. 5. 5. 220. * 3. 4. 4. 4. 5. 5. 6. 5. 4. 6. 5. 6. 5. 6. 5. 4. 4. 6. 5. 6. 230. * 4. 4. 4. 4. 5. 5. 7. 6. 5. 7. 5. 7. 5. 6. 6. 4. 3. 6. 4. 4. 240. * 3. 4. 4. 4. 6. 5. 8. 6. 4. 7. 5. 7. 4. 6. 4. 2. 1. 4. 2. 2. 250. * 2. 2. 2. 2. 3. 3. 6. 3. 2. 5. 2. 4. 2. 3. 2. 1. 1. 2. 1. 1. 260. * 2. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 270. * 3. 2. 2. 2. 1. 2. 1. 1. 2. 1. 2. 1. 2. 1. 1. 3. 4. 1. 1. 1. 280. * 7. 4. 5. 4. 3. 3. 2. 3. 3. 2. 2. 2. 3. 2. 2. 4. 5. 2. 2. 1. 290. * 14. 8. 9. 7. 5. 5. 4. 4. 4. 4. 4. 3. 4. 3. 3. 5. 5. 3. 3. 2. 300. * 15. 10. 11. 10. 7. 6. 5. 6. 6. 5. 5. 4. 5. 4. 4. 6. 6. 4. 4. 4. 310. * 13. 10. 9. 9. 7. 7. 5. 6. 6. 5. 6. 5. 5. 5. 5. 6. 7. 5. 5. 5. 320. * 11. 7. 7. 7. 6. 6. 5. 5. 6. 5. 5. 4. 5. 5. 5. 6. 7. 5. 5. 5. 330. * 10. 6. 7. 6. 5. 5. 4. 4. 4. 4. 4. 4. 5. 4. 4. 5. 6. 4. 4. 5. 340. * 10. 6. 6. 6. 4. 4. 4. 4. 4. 3. 4. 3. 4. 4. 4. 5. 6. 4. 4. 4. 350. * 9. 6. 6. 5. 4. 4. 3. 4. 4. 3. 3. 3. 4. 3. 4. 5. 5. 4. 4. 3. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 15. 10. 11. 10. 7. 7. 8. 6. 6. 7. 6. 7. 5. 7. 6. 6. 7. 6. 5. 6. DEGR. * 300 300 300 300 300 310 240 310 310 240 310 230 310 110 110 60 60 100 220 220


JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 4. 4. 4. 5. 4. 10. * 4. 4. 3. 6. 4. 20. * 4. 4. 4. 6. 4. 30. * 4. 4. 4. 6. 4. 40. * 4. 4. 4. 6. 4. 50. * 4. 4. 4. 6. 4. 60. * 5. 5. 4. 7. 3. 70. * 3. 3. 3. 6. 3. 80. * 2. 2. 2. 2. 2. 90. * 2. 3. 4. 2. 2. 100. * 4. 4. 5. 4. 2. 110. * 4. 4. 4. 3. 3. 120. * 4. 3. 4. 3. 4. 130. * 3. 3. 4. 3. 4. 140. * 3. 3. 4. 3. 4. 150. * 3. 3. 4. 3. 5. 160. * 3. 3. 4. 3. 6. 170. * 3. 3. 4. 3. 7. 180. * 4. 4. 5. 4. 8. 190. * 4. 4. 5. 4. 7. 200. * 4. 4. 5. 4. 6. 210. * 5. 4. 5. 4. 5. 220. * 4. 4. 4. 2. 5. 230. * 3. 2. 3. 1. 5. 240. * 1. 1. 1. 1. 6. 250. * 1. 1. 1. 1. 5. 260. * 1. 1. 1. 1. 2. 270. * 1. 1. 1. 2. 2. 280. * 3. 2. 1. 2. 3. 290. * 4. 4. 2. 4. 7. 300. * 5. 5. 3. 6. 8. 310. * 6. 6. 4. 7. 7. 320. * 6. 6. 5. 8. 6. 330. * 5. 6. 5. 7. 5. 340. * 4. 4. 4. 6. 4. 350. * 4. 4. 4. 5. 4. ------*------------------------------ MAX * 6. 6. 5. 8. 8. DEGR. * 320 320 210 320 300 THE HIGHEST CONCENTRATION OF 15. ug/m**3 OCCURRED AT RECEPTOR REC1 .


JOB: Future PM10 RUN: PM10 - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 2.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 5. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. 10. * 5. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. 20. * 5. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 2. 2. 30. * 5. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 2. 2. 2. 40. * 6. 4. 4. 3. 2. 2. 2. 2. 3. 2. 2. 2. 2. 2. 2. 2. 3. 2. 2. 2. 50. * 5. 3. 4. 3. 2. 2. 1. 2. 2. 2. 2. 2. 3. 2. 2. 3. 3. 2. 2. 2. 60. * 4. 3. 3. 2. 1. 2. 1. 1. 2. 1. 2. 1. 2. 2. 2. 3. 4. 2. 2. 2. 70. * 4. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 1. 1. 1. 80. * 4. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 90. * 4. 2. 2. 2. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 2. 1. 1. 2. 2. 2. 100. * 4. 2. 2. 1. 2. 1. 3. 2. 2. 2. 2. 2. 2. 3. 3. 1. 1. 3. 3. 3. 110. * 3. 1. 2. 1. 2. 2. 2. 2. 2. 3. 2. 3. 2. 4. 3. 2. 2. 3. 3. 3. 120. * 2. 2. 1. 2. 2. 2. 3. 2. 2. 3. 2. 3. 3. 3. 3. 2. 2. 2. 2. 2. 130. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 3. 3. 2. 3. 3. 2. 2. 2. 2. 2. 140. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 150. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 160. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 170. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 180. * 1. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 190. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 2. 3. 2. 3. 3. 2. 2. 3. 2. 3. 200. * 2. 2. 2. 2. 2. 2. 3. 2. 2. 3. 3. 3. 2. 3. 2. 2. 2. 3. 3. 3. 210. * 2. 2. 2. 2. 2. 2. 3. 3. 3. 3. 2. 3. 2. 3. 3. 2. 2. 3. 3. 3. 220. * 2. 2. 2. 2. 2. 2. 3. 3. 2. 4. 2. 3. 3. 3. 3. 2. 2. 3. 3. 3. 230. * 2. 2. 2. 2. 3. 3. 4. 3. 3. 4. 3. 4. 3. 3. 3. 2. 1. 3. 3. 2. 240. * 2. 2. 2. 2. 3. 3. 4. 3. 2. 4. 2. 4. 2. 3. 2. 1. 0. 2. 1. 1. 250. * 1. 1. 1. 1. 2. 1. 3. 2. 1. 3. 1. 2. 1. 2. 1. 0. 0. 1. 0. 0. 260. * 1. 1. 1. 0. 0. 0. 1. 0. 0. 1. 0. 0. 0. 0. 0. 1. 1. 0. 0. 0. 270. * 2. 1. 1. 1. 1. 1. 0. 1. 1. 0. 1. 0. 1. 0. 0. 2. 2. 0. 0. 0. 280. * 4. 2. 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 1. 1. 0. 290. * 7. 4. 5. 4. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 1. 300. * 8. 5. 6. 5. 4. 4. 3. 3. 3. 2. 2. 2. 3. 2. 2. 3. 3. 2. 2. 2. 310. * 7. 5. 5. 4. 3. 4. 3. 3. 3. 3. 3. 3. 3. 2. 2. 3. 4. 3. 3. 3. 320. * 6. 4. 4. 4. 3. 3. 2. 3. 3. 3. 3. 2. 3. 3. 2. 3. 4. 3. 3. 3. 330. * 6. 4. 4. 3. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. 340. * 5. 4. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. 350. * 5. 3. 4. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 2. 2. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 8. 5. 6. 5. 4. 4. 4. 3. 3. 4. 3. 4. 3. 4. 3. 3. 4. 3. 3. 3. DEGR. * 300 300 300 300 300 300 240 310 310 240 310 240 230 110 110 320 320 100 220 220


JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 2. 2. 2. 3. 2. 10. * 2. 2. 2. 3. 2. 20. * 2. 2. 2. 3. 2. 30. * 2. 2. 2. 3. 2. 40. * 2. 2. 2. 3. 2. 50. * 2. 2. 2. 3. 2. 60. * 3. 3. 2. 4. 2. 70. * 2. 2. 1. 3. 1. 80. * 1. 1. 1. 1. 1. 90. * 1. 1. 2. 1. 1. 100. * 2. 2. 2. 2. 1. 110. * 2. 2. 2. 2. 2. 120. * 2. 2. 2. 2. 2. 130. * 2. 2. 2. 2. 2. 140. * 2. 2. 2. 2. 2. 150. * 2. 2. 2. 1. 3. 160. * 2. 2. 2. 1. 3. 170. * 2. 2. 2. 2. 4. 180. * 2. 2. 2. 2. 4. 190. * 2. 2. 3. 2. 4. 200. * 2. 2. 3. 2. 4. 210. * 2. 3. 3. 2. 3. 220. * 2. 2. 2. 1. 3. 230. * 1. 1. 2. 0. 3. 240. * 1. 0. 1. 0. 3. 250. * 0. 0. 0. 1. 3. 260. * 0. 1. 0. 1. 1. 270. * 1. 1. 0. 1. 1. 280. * 2. 1. 1. 1. 2. 290. * 2. 2. 1. 2. 4. 300. * 3. 3. 2. 4. 4. 310. * 3. 3. 2. 4. 4. 320. * 3. 3. 3. 4. 3. 330. * 3. 3. 3. 4. 3. 340. * 2. 2. 2. 3. 2. 350. * 2. 2. 2. 3. 2. ------*------------------------------ MAX * 3. 3. 3. 4. 4. DEGR. * 320 320 320 310 300 THE HIGHEST CONCENTRATION OF 8. ug/m**3 OCCURRED AT RECEPTOR REC1 .


JOB: Future PM10 RUN: PM10 - FUTURE METEOROLOGICAL VARIABLES ------------------------ U = 4.0 M/S CLAS = 4 (D) ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 ug/m**3


JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*------------------------------------------------------------------------------------------------------------------------ 0. * 3. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 10. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 20. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 30. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 40. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 50. * 3. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 60. * 2. 1. 2. 1. 1. 1. 0. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 1. 1. 1. 70. * 2. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 0. 1. 1. 80. * 2. 1. 1. 1. 0. 0. 1. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 90. * 2. 1. 1. 1. 0. 0. 1. 1. 0. 1. 0. 1. 0. 1. 1. 0. 0. 1. 1. 1. 100. * 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 2. 1. 1. 110. * 2. 0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 2. 2. 1. 1. 2. 1. 1. 120. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 2. 1. 2. 2. 1. 1. 1. 1. 1. 130. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 140. * 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 150. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 160. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 170. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 180. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 1. 1. 1. 1. 1. 1. 190. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 1. 2. 1. 1. 2. 1. 1. 200. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 2. 1. 1. 1. 1. 1. 210. * 1. 1. 1. 1. 1. 1. 2. 1. 1. 2. 1. 2. 1. 2. 2. 1. 1. 2. 1. 2. 220. * 1. 1. 1. 1. 1. 1. 2. 2. 1. 2. 1. 2. 1. 2. 2. 1. 1. 2. 2. 2. 230. * 1. 1. 1. 1. 1. 1. 2. 2. 1. 2. 1. 2. 2. 2. 2. 1. 1. 2. 1. 1. 240. * 1. 1. 1. 1. 1. 1. 2. 2. 1. 2. 1. 2. 1. 1. 1. 0. 0. 1. 0. 1. 250. * 0. 0. 0. 0. 1. 1. 2. 1. 1. 1. 1. 1. 0. 1. 0. 0. 0. 0. 0. 0. 260. * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 270. * 1. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 0. 0. 0. 280. * 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 1. 0. 0. 1. 1. 0. 0. 0. 290. * 4. 2. 3. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 0. 300. * 4. 3. 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 2. 1. 1. 1. 310. * 4. 2. 3. 2. 2. 2. 2. 1. 2. 1. 1. 1. 1. 1. 1. 2. 2. 1. 1. 1. 320. * 3. 2. 2. 2. 2. 2. 1. 1. 2. 1. 1. 1. 1. 1. 1. 2. 2. 1. 2. 1. 330. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 340. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. 350. * 3. 2. 2. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2. 1. 1. 1. ------*------------------------------------------------------------------------------------------------------------------------ MAX * 4. 3. 3. 2. 2. 2. 2. 2. 2. 2. 1. 2. 2. 2. 2. 2. 2. 2. 2. 2.


DEGR. * 300 300 300 300 310 310 240 230 310 240 130 200 230 110 230 310 310 100 220 220 JOB: Future PM10 RUN: PM10 - FUTURE MODEL RESULTS ------------- REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (ug/m**3) (DEGR)* REC21 REC22 REC23 REC24 REC25 ------*------------------------------ 0. * 1. 1. 1. 2. 1. 10. * 1. 1. 1. 2. 1. 20. * 1. 1. 1. 2. 1. 30. * 1. 1. 1. 2. 1. 40. * 1. 1. 1. 2. 1. 50. * 1. 1. 1. 2. 1. 60. * 1. 1. 1. 2. 1. 70. * 1. 1. 1. 2. 1. 80. * 0. 0. 0. 0. 1. 90. * 1. 1. 1. 0. 1. 100. * 1. 1. 1. 1. 1. 110. * 1. 1. 1. 1. 1. 120. * 1. 1. 1. 1. 1. 130. * 1. 1. 1. 1. 1. 140. * 1. 1. 1. 1. 2. 150. * 1. 1. 1. 1. 2. 160. * 1. 1. 1. 1. 2. 170. * 1. 1. 1. 1. 2. 180. * 1. 1. 1. 1. 2. 190. * 1. 1. 1. 1. 2. 200. * 1. 1. 1. 1. 2. 210. * 1. 1. 2. 1. 2. 220. * 1. 1. 1. 1. 1. 230. * 1. 1. 1. 0. 1. 240. * 0. 0. 0. 0. 2. 250. * 0. 0. 0. 0. 1. 260. * 0. 0. 0. 0. 0. 270. * 0. 0. 0. 0. 0. 280. * 1. 0. 0. 1. 1. 290. * 1. 1. 0. 1. 2. 300. * 2. 1. 1. 2. 2. 310. * 2. 2. 1. 2. 2. 320. * 2. 2. 2. 2. 1. 330. * 1. 2. 2. 2. 1. 340. * 1. 1. 1. 2. 1. 350. * 1. 1. 1. 2. 1. ------*------------------------------


MAX * 2. 2. 2. 2. 2. DEGR. * 320 320 330 320 300 THE HIGHEST CONCENTRATION OF 4. ug/m**3 OCCURRED AT RECEPTOR REC1 .

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