NOISE CONTROL FEASIBILITY STUDY. MINTO COMMUNITIES INC. Clarke Lands CITY OF OTTAWA

NOISE CONTROL FEASIBILITY STUDY MINTO COMMUNITIES INC. Clarke Lands CITY OF OTTAWA March 2016 Prepared for: Minto Communities Inc. 200-180 Kent Street Ottawa, Ontario K1P 0B6 Prepared by: J.L. RICHARDS & ASSOCIATES LIMITED Consulting Engineers, Architects & Planners 864 Lady Ellen Place Ottawa, Ontario K1Z 5M2 JLR 24051

NOISE CONTROL FEASIBILITY STUDY Minto Communities Inc. Clarke Lands CITY OF OTTAWA - TABLE OF CONTENTS - PAGE 1.0 INTRODUCTION... 1 2.0 PROJECT DESCRIPTION... 1 3.0 TRANSPORTATION NOISE SOURCE... 1 3.1 Transportation Sound Level Criteria... 1 3.2 Transportation Noise Attenuation Requirements... 2 3.3 Prediction of Noise Levels (Transportation)... 5 3.3.1 Road Traffic Data... 5 3.3.2 Rapid Transit Corridor Data... 6 3.3.3 Noise Level Calculations (Transportation)... 7 3.4 Summary of Findings (Transportation)... 7 4.0 CONCLUSION AND RECOMMENDATIONS... 8 - LIST OF TABLES - TABLE 1 - Outdoor Living Area... 3 TABLE 2 - Plane of Living/Dining Room Window... 4 TABLE 3 - Plane of Sleeping Quarters Window... 4 TABLE 4 - Road Traffic Data to Predict Noise Levels... 5 TABLE 5 - Bus Rapid Transit Corridor Traffic Data to Predict Noise Levels... 6 TABLE 6 - Predicted Freefield Noise Contours (Transportation)... 7 JLR 24051 -i- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment - LIST OF FIGURES AND DRAWINGS - FIGURE 1 - Site Location Plan Draft Plan of Subdivision DRAWING N1 - Freefield Outdoor Daytime Noise Contours DRAWING N2 - Freefield Indoor Daytime Noise Contours DRAWING N3 - Freefield Indoor Nighttime Noise Contours DRAWING N4 - Potential Noise Wall Locations - LIST OF APPENDICES - APPENDIX A - APPENDIX B - Drawings Transportation Noise Source Predictions - Bus Rapid Transit Corridor Data to Predict Noise Levels - Detailed Predicted Freefield Noise Level Calculations - Transportation Source Predictions JLR 24051 -ii- J.L. Richards & Associates Limited March 2016

NOISE CONTROL FEASIBILITY STUDY MINTO COMMUNITIES INC. CLARKE LANDS CITY OF OTTAWA 1.0 INTRODUCTION This Feasibility Study has been prepared on behalf of Minto Communities Inc. (Minto) in order to assess the potential environmental noise impact on the proposed residential development Clarke Lands, due to vehicular traffic on Strandherd Drive, Cedarview Road, Chapman Mills Drive, and the proposed Rapid Transit Corridor (RTC). The Study assesses noise levels generated in order to determine noise attenuation measures required to satisfy the Part 4 Phase 1 criteria of the City of Ottawa Environmental Noise Control Guidelines (approved by City Council January 2016). 2.0 PROJECT DESCRIPTION The lands subject of this Study, which are shown on Figure 1, are described as the Clarke Lands, bounded by Strandherd Drive to the north, Cedarview Road to the west, vacant land to the south, and the existing Kennedy-Burnett Stormwater Management Facility to the east. The Clarke Lands have an area of approximately 34 ha and will include singles, townhouses, and walk up condos, commercial blocks and a school block. Blocks identified for development have been assessed from a preliminary perspective. Lands identified as the Mion Parcel, on Drawings N1 to N4, are not included in the scope of this study. Similarly, existing Residential Land Owned by Others at the west portion of the parcel are not included in the study. Blocks 110, 118, 119, and 120 are proposed to be commercial blocks. These have not been included in the study except to identify noise levels predicted for the site. Block 121 is proposed to be a future school. The need for a separate noise impact study will be required at the time of site plan application. Appendix A includes the Draft Plan of Subdivision. 3.0 TRANSPORTATION NOISE SOURCE The transportation noise sources include Strandherd Drive, Cedarview Road, Chapman Mills Drive, and the proposed RTC. Drawings N1 to N4 show the location of the existing and proposed roadways in relation to the proposed development. 3.1 Transportation Sound Level Criteria For the purpose of determining the predicted noise levels, and based on the sound level criteria established by the City of Ottawa Environmental Noise Control Guidelines JLR 24051-1- J.L. Richards & Associates Limited March 2016

CEDARVIEW ROAD TARTAN DRIVE JOCKVALE ROAD CEDARVIEW ROAD EXISTING FRASER FIELDS SUBDIVISION STRANDHERD DRIVE CLARKE LANDS EXISTING RESIDENTIAL (MATTAMY HOMES LTD.) MION EXISTING KENNEDY-BURNETT SWMF BRAOVAC-PAVIC FRASER-CLARKE WATERCOURSE File Location: P:\24000\24051 LD Minto Clarke\24051 C LOCATION PLAN.DWG PROJECT: DRAWING: BURNETT JOCK RIVER MINTO COMMUNITIES INC. CLARKE LANDS 4005 STRANDHERD DRIVE LOCATION PLAN This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. DESIGN: DRAWN: CHECKED: JLR NO: DRAWING NO.: FIGURE 1

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment (ENCG), the following will be used as the maximum acceptable sound levels (Leq) for residential development and other land uses, such as nursing homes, schools and daycare centres: Receiver Location Criteria Time Period Outdoor living area: 55 dba Daytime (0700-2300 hrs) Indoor living/dining rooms (inside): 45 dba Daytime (0700-2300 hrs) General Office, Reception Area (inside): 50 dba Daytime (0700-2300 hrs) Sleeping Quarters (inside): 40 dba Nighttime (2300-0700 hrs) Outdoor Living Areas (OLA) are defined as that portion of the outdoor amenity area of a dwelling for the quiet enjoyment of the outdoor environment during the daytime period. Typically, the point of assessment in an OLA is 3.0 m from the building façade and 1.5 m above the ground within the designated OLA for each individual unit and for the townhouse type units with an area greater than 37 m 2. The personal amenity area excludes balconies as per the City of Ottawa Environmental Noise Control Guidelines. Where standard building construction is used that complies with Part 4 of the Ontario Building Code, the indoor noise level should be at least 20 dba below the outdoor level when the windows are closed, and 10 dba below the outdoor level with the windows open. If the daytime sound levels at the outside walls are no more than 65 dba and the nighttime sound levels at the outside walls containing sleeping quarter windows are no more than 60 dba, then all the indoor requirements could normally be met by constructing the units in accordance with the standards established by the Ontario Building Code. 3.2 Transportation Noise Attenuation Requirements When the sound levels are equal to or less than the specified criteria, no noise attenuation (control) measures are required. When the excess above the recommended sound level limit is between 1 dba and 5 dba for the outdoor sound level criterion, the proposed development can be completed with no noise control measures incorporated into the site, but prospective occupants of the land should be made aware by suitable Warning Clauses. JLR 24051-2- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment Noise attenuation measures may include any or all of the following: noise attenuation barrier (wall or berm or a berm/wall combination); forced air heating system with provisions for the installation of central air conditioning; central air conditioning; and architectural components designed to provide additional acoustic insulation. In addition to the implementation of noise attenuation features, if required, and depending on the severity of the noise problem, Warning Clauses may be recommended to advise the prospective purchasers/tenants of affected units of the potential environmental noise problem. These Warning Clauses should be included in the Site Plan and Subdivision Agreements, in the Offers of Purchase and Sale, and must be registered on Title. A building component review is required in cases where the noise levels at the building face exceed 65 dba daytime and/or 60 dba nighttime. The Acoustic Insulation Factor Method is to be used in the review, as per the Road and Rail Noise: Effects on Housing manual published by the Canada Mortgage and Housing Corporation. The following tables outline the noise attenuation requirements for the Exterior Walls Containing Sleeping Quarters and/or Living Rooms for the daytime and nighttime periods. Leq (16 hr) (dba) Table 1: Outdoor Living Area (OLA) Daytime (0700-2300) and Nighttime (2300-0700) Ventilation Requirements Outdoor Control Measures Warning Clause Requirements Leq 16 hr 55 dba N/A None required None required 55 dba < Leq 60 dba N/A Control measures (barriers) not required but should be considered Leq > 60 dba N/A Control measures (barriers) required to reduce Leq to below 60 dba and as close to 55 dba as technically, economically and administratively possible Required if resulting Leq exceeds 55 dba Type A Required if resulting Leq exceeds 55 dba Type B JLR 24051-3- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment Table 2: Plane of Living/Dining Room Window Daytime (0700-2300) and Nighttime (2300-0700) Leq (16 hr) (dba) Ventilation Requirements Outdoor Control Measures Warning Clause Requirements Leq 16 hr 55 dba None required N/A None required 55 dba < Leq 16 hr 65 dba Forced air heating with provision for air conditioning N/A Required Type C Leq 16 hr > 65 dba* Central air conditioning N/A Required Type D * In cases where sound levels exceed 65 dba, building components must be designed to achieve indoor sound level criteria. Table 3: Plane of Sleeping Quarters Window Daytime (0700-2300) and Nighttime (2300-0700) Leq (8 hr) (dba) Ventilation Requirements Outdoor Control Measures Warning Clause Requirements 50 dba < Leq 8 hr 60 dba Forced air heating with provision for central air conditioning N/A Required Type C 60 dba < Leq 8 hr* Central air conditioning N/A Required Type D * In cases where sound levels exceed 60 dba, building components must be designed to achieve indoor sound level criteria. The wording of the notices to be placed on Title and included in the Site Plan Agreement, as well as the Offers of Purchase and Sale, are provided below: Type A "Purchasers/tenants are advised that noise levels due to increasing road traffic may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the City s and Ministry of the Environment s noise criteria. Type B "Purchasers/tenants are advised that despite the inclusion of noise control features in the development and within the building units, sound levels due to increasing road traffic may on occasions interfere with some activities of the dwelling occupants as the sound level exceeds the City s and the Ministry of the Environment s noise criteria. JLR 24051-4- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment Type C "This unit has been fitted with a forced air heating system and the ducting, etc. was sized to accommodate central air conditioning. Installation of central air conditioning by the occupant will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the City s and the Ministry of the Environment s noise criteria. Note: The location and installation of the outdoor air conditioning device should be done so as to comply with noise criteria of MOE Publication NPC-216, Residential Air Conditioning Devices and thus minimize the noise impacts both on and in the immediate vicinity of the subject property. Type D "This unit has been supplied with a central air conditioning system which will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the City s and the Ministry of the Environment s noise criteria. 3.3 Prediction of Noise Levels (Transportation) 3.3.1 Road Traffic Data The following traffic data was used to predict noise levels: Table 4: Road Traffic Data to Predict Noise Levels Strandherd Drive Cedarview Road Chapman Mills Drive Total Traffic Volume (AADT) 35,000 35,000 12,000 Day/Night Split (%) 92/8 92/8 92/8 Medium Trucks (%) 7 7 7 Heavy Trucks (%) 5 5 5 Posted Speed (km/hr) 70/80 80 50 Road Gradient (%) 1 1 1 Schedule E and Annex 1 of the City of Ottawa Official Plan (May 2003) were utilized to determine the correct road classification and protected right-of-way. These road classifications were compared to Map 6 of the City of Ottawa Transportation Master Plan (Road Network Urban). All findings were then compared to Table B1 (Part 4, Appendix B ) of the City of Ottawa Environmental Noise Control Guidelines in order to determine an appropriate AADT value. JLR 24051-5- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment 3.3.2 Rapid Transit Corridor Data Figure 1 shows the location of the Rapid Transit Corridor in relation to the proposed residential development. The City has classified this corridor as a Bus Rapid Transit Corridor. The following data was used to predict noise levels: Table 5: Bus Rapid Transit Corridor Data to Predict Noise Levels Bus Rapid Transit Corridor Total Traffic Volume (AADT) 258 Day/Night Split (%) 74/26 Medium Trucks (%) 100 Heavy Trucks (%) 0 Posted Speed (km/hr) 80 Road Gradient (%) 1 Appendix B includes a summary of the information provided by the City specific to the Bus Rapid Transit Corridor, including how the AADT value and the day/night split was calculated. The computer program Stamson is used to predict noise levels associated with the bus rapid transit corridor. According to the City of Ottawa Noise Control Guidelines bus traffic on dedicated bus transitways is to be entered into the Stamson program using the Road Template. The Custom Source category Rapid Transit Corridor in the Stamson model was not used for the purposes of this Report as it utilizes a pre-defined sound emission level (i.e., maximum pass-by sound level measured at a distance of 15 m from the centre of the vehicle path). Based on the fact that Stamson does not permit an AADT value with a corresponding vehicle per hour count of less than 40, the AADT value inputted for the bus rapid transit corridor was increased by an appropriate factor. The noise level prediction output was then reduced by 3 dba per doubling. As a result of having to undertake this adjustment, the noise level predictions were undertaken separately for the road traffic and for the bus rapid transit corridor. The nomograph method to add decibel levels was then used to determine a representative total decibel level at the various receivers. These adjustments have been summarized in Appendix B. JLR 24051-6- J.L. Richards & Associates Limited March 2016

Minto Communities Inc. Clarke Lands Preliminary Noise Assessment 3.3.3 Noise Level Calculations (Transportation) Noise contours for the daytime and nighttime periods were calculated using the MOE Road Traffic Noise Computer program STAMSON, Version 5.03. The resulting noise contours, clause ranges, and potential noise attenuation barrier locations are shown on Drawings N1 to N4. Computer printouts are included in Appendix B. Table 6: Predicted Freefield Noise Contours (Transportation) Roads Contour (dba) and File Name Outdoor Living Areas (Freefield) Distance (m) Indoor Living Areas (Freefield) Distance (m) Daytime Daytime Nighttime 4 Lane Urban Arterial Divided 70 km/h / 80 km/h (Strandherd Drive, Cedarview Road) 50 n/a n/a 158.9/188.8 55 196 / 230 205 / 241 n/a 60 98 / 115 n/a 37 / 45 65 49 / 58 50 / 59 n/a 2 Lane Major Collector Chapman Mills Drive/ Combined Chapman Mills & Proposed RTC 50 n/a n/a 53.0/71.0* 55 70 / 76 71 / 78 n/a 60 35 / 38 n/a 15 / 17 65 17 18 / 19 n/a **Note: Refer to Detailed Predicted Freefield Noise Level Calculations summary sheet in Appendix B for more information. 3.4 Summary of Findings (Transportation) Required Warning Clauses and noise contours are shown on Drawings N1 to N3. The units identified will require notices to be registered on Title, advising the occupants of the environmental noise problems and/or of the noise attenuation measures being JLR 24051-7- J.L. Richards & Associates Limited March 2016

A P P E N D I X A DRAWINGS

SUBJECT TO THE CONDITIONS, IF ANY, SET FORTH IN OUR LETTER DATED _. THIS DRAFT PLAN IS APPROVED BY THE CITY OF OTTAWA UNDER SECTION 51 OF THE PLANNING ACT. THIS DAY OF _. FELICE PETTI, P. ENG., MANAGER DEVELOPMENT REVIEW, SUBURBAN SERVICES PLANNING AND GROWTH MANAGEMENT DEPARTMENT PLANNING AND INFRASTRUCTURE PORTFOLIO CITY OF OTTAWA KEY MAP NOT TO SCALE DRAFT PLAN OF SUBDIVISION OF PART OF LOTS 14 And 15 CONCESSION 3 ( RIDEAU FRONT ) Geographic Township of Nepean CITY OF OTTAWA Prepared by Annis, O'Sullivan, Vollebekk Ltd. Scale 1 : 1250 50 37.5 25 12.5 0 25 50 Metres Metric DISTANCES SHOWN ON THIS PLAN ARE IN METRES AND CAN BE CONVERTED TO FEET BY DIVIDING BY 0.3048 SURVEYOR'S CERTIFICATE I CERTIFY THAT : The boundaries of the lands to be subdivided and their relationship to adjoining lands have been accurately and correctly shown. Date V. Andrew Shelp ONTARIO LAND SURVEYOR OWNER'S CERTIFICATE This is to certify that I am the owner / agent of the lands to be subdivided and that this plan was prepared in accordance with my instructions. Date Minto Communities Inc. I have the authority to bind the corporation ADDITIONAL INFORMATION REQUIRED UNDER SECTION 51-17 OF THE PLANNING ACT (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) see plan see plan see plan single family,multi-family residential housing, commercial, open space, park land and institutional see plan see plan see plan City of Ottawa see soils report see plan sanitary, storm sewers, municipal water, bell, hydro, cable and gas to be available see plan REVISION SCHEDULE No. 4 Revision revised transit corridor and adjacent blocks Date BY March 10, 2016 N 3 contours added March 8, 2016 N 2 lot revisions(15-23,48-58) February 25, 2016 N 1 plan for discussion February 23, 2016 N 14 Concourse Gate, Suite 500 Nepean, Ont. K2E 7S6 Phone: (613) 727-0850 / Fax: (613) 727-1079 Email: Nepean@aovltd.com

EXISTING RESIDENTIAL STRANDHERD CENTERLINE AADT 35,000 EXISTING RESIDENTIAL CHAPMAN MILLS CENTERLINE AADT 12,000 80km/h CHAPMAN MILLS DRIVE 70km/h STRANDHERD DRIVE 65 dba CONTOUR CEDARVIEW ROAD 55 dba CONTOUR 65 dba CONTOUR 60 dba CONTOUR 55 dba CONTOUR FUTURE TRANSIT CORRIDOR (CONTOURS NOT ASSESSED) 60 dba CONTOUR MION PARCEL File Location: P:\24000\24051 LD Minto Clarke\24051 C NIS.dwg CEDARVIEW CENTERLINE AADT 35,000 WARNING CLAUSE 'A' REQUIRED ON TITLE WARNING CLAUSE 'B' REQUIRED ON TITLE 50 dba 55 dba 60 dba 65 dba STUDY AREA PROJECT: DRAWING: www.jlrichards.ca CHAPMAN MILLS DRIVE MINTO COMMUNITIES INC. CLARKE LANDS OTTAWA, ONTARIO This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. DESIGN: DRAWN: CHECKED: PROPOSED RAPID TRANSIT CORRIDOR CENTERLINE AADT 258 FREEFIELD OUTDOOR DAYTIME NOISE CONTOURS TB TB LJ JLR NO: DRAWING NO.: 24051 N1 PLOT DATE: March 8, 2016 2:24:08 PM

EXISTING RESIDENTIAL STRANDHERD CENTERLINE AADT 35,000 EXISTING RESIDENTIAL CHAPMAN MILLS CENTERLINE AADT 12,000 80km/h CHAPMAN MILLS DRIVE 70km/h STRANDHERD DRIVE 65 dba CONTOUR CEDARVIEW ROAD 55 dba CONTOUR 65 dba CONTOUR 55 dba CONTOUR MION PARCEL FUTURE TRANSIT CORRIDOR (CONTOURS NOT ASSESSED) File Location: P:\24000\24051 LD Minto Clarke\24051 C NIS.dwg CEDARVIEW CENTERLINE AADT 35,000 WARNING CLAUSE 'C' REQUIRED ON TITLE WARNING CLAUSE 'D' REQUIRED ON TITLE 50 dba 55 dba 60 dba 65 dba STUDY AREA PROJECT: DRAWING: www.jlrichards.ca CHAPMAN MILLS DRIVE MINTO COMMUNITIES INC. CLARKE LANDS OTTAWA, ONTARIO This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. DESIGN: DRAWN: CHECKED: PROPOSED RAPID TRANSIT CORRIDOR CENTERLINE AADT 258 FREEFIELD INDOOR DAYTIME NOISE CONTOURS TB TB LJ JLR NO: DRAWING NO.: 24051 N2 PLOT DATE: March 8, 2016 2:25:02 PM

EXISTING RESIDENTIAL STRANDHERD CENTERLINE AADT 35,000 EXISTING RESIDENTIAL CHAPMAN MILLS CENTERLINE AADT 12,000 80km/h CHAPMAN MILLS DRIVE 70km/h 60 dba CONTOUR STRANDHERD DRIVE CEDARVIEW ROAD 60 dba CONTOUR 50 dba CONTOUR 50 dba CONTOUR MION PARCEL FUTURE TRANSIT CORRIDOR (CONTOURS NOT ASSESSED) File Location: P:\24000\24051 LD Minto Clarke\24051 C NIS.dwg CEDARVIEW CENTERLINE AADT 35,000 WARNING CLAUSE 'C' REQUIRED ON TITLE WARNING CLAUSE 'D' REQUIRED ON TITLE 50 dba 55 dba 60 dba 65 dba STUDY AREA PROJECT: DRAWING: www.jlrichards.ca CHAPMAN MILLS DRIVE MINTO COMMUNITIES INC. CLARKE LANDS OTTAWA, ONTARIO This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. DESIGN: DRAWN: CHECKED: PROPOSED RAPID TRANSIT CORRIDOR CENTERLINE AADT 258 FREEFIELD INDOOR NIGHTTIME NOISE CONTOURS TB TB LJ JLR NO: DRAWING NO.: 24051 N3 PLOT DATE: March 8, 2016 2:25:56 PM

EXISTING RESIDENTIAL STRANDHERD CENTERLINE AADT 35,000 EXISTING RESIDENTIAL CHAPMAN MILLS CENTERLINE AADT 12,000 80km/h CHAPMAN MILLS DRIVE 70km/h STRANDHERD DRIVE CEDARVIEW ROAD MION PARCEL FUTURE TRANSIT CORRIDOR (CONTOURS NOT ASSESSED) CHAPMAN MILLS DRIVE File Location: P:\24000\24051 LD Minto Clarke\24051 C NIS.dwg CEDARVIEW CENTERLINE AADT 35,000 POTENTIAL PERMANENT NOISE WALL STUDY AREA PROJECT: DRAWING: www.jlrichards.ca MINTO COMMUNITIES INC. CLARKE LANDS OTTAWA, ONTARIO POTENTIAL NOISE WALL LOCATIONS This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. PROPOSED RAPID TRANSIT CORRIDOR CENTERLINE AADT 258 DESIGN: DRAWN: CHECKED: TB TB LJ JLR NO: DRAWING NO.: 24051 N4 PLOT DATE: March 8, 2016 2:26:27 PM

A P P E N D I X B TRANSPORTATION NOISE SOURCE PREDICTIONS

STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 08:57:54 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a55d70k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ola 55dBA at 70km/hr Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 70 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 196.40 / 196.40 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 55.00 + 0.00) = 55.00 dba -90 90 0.66 75.00 0.00-18.54-1.46 0.00 0.00 0.00 55.00 Segment Leq : 55.00 dba Total Leq All Segments: 55.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 48.56 + 0.00) = 48.56 dba

-90 90 0.57 67.40 0.00-17.54-1.30 0.00 0.00 0.00 48.56 Segment Leq : 48.56 dba Total Leq All Segments: 48.56 dba TOTAL Leq FROM ALL SOURCES (DAY): 55.00 (NIGHT): 48.56 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:03:06 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a55d80k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ola 55dBA at 80 km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 230.90 / 230.90 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 55.00 + 0.00) = 55.00 dba -90 90 0.66 76.17 0.00-19.71-1.46 0.00 0.00 0.00 55.00

Segment Leq : 55.00 dba Total Leq All Segments: 55.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 48.62 + 0.00) = 48.62 dba -90 90 0.57 68.57 0.00-18.64-1.30 0.00 0.00 0.00 48.62 Segment Leq : 48.62 dba Total Leq All Segments: 48.62 dba TOTAL Leq FROM ALL SOURCES (DAY): 55.00 (NIGHT): 48.62 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:01:33 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a60d70k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ola 60dBA at 70 km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 70 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 98.10 / 98.10 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier)

Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 60.00 + 0.00) = 60.00 dba -90 90 0.66 75.00 0.00-13.54-1.46 0.00 0.00 0.00 60.00 Segment Leq : 60.00 dba Total Leq All Segments: 60.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 53.29 + 0.00) = 53.29 dba -90 90 0.57 67.40 0.00-12.81-1.30 0.00 0.00 0.00 53.29 Segment Leq : 53.29 dba Total Leq All Segments: 53.29 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.00 (NIGHT): 53.29 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 08:42:02 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a60d80k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ola 60dBA at 80km/hr Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 115.40 / 115.40 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 60.00 + 0.00) = 60.00 dba -90 90 0.66 76.17 0.00-14.71-1.46 0.00 0.00 0.00 60.00 Segment Leq : 60.00 dba Total Leq All Segments: 60.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 53.35 + 0.00) = 53.35 dba -90 90 0.57 68.57 0.00-13.91-1.30 0.00 0.00 0.00 53.35 Segment Leq : 53.35 dba Total Leq All Segments: 53.35 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.00 (NIGHT): 53.35 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:07:57 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a65d80k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila 65dBA at 80 km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod *

Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 59.10 / 59.10 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 65.00 + 0.00) = 65.00 dba -90 90 0.64 76.17 0.00-9.75-1.42 0.00 0.00 0.00 65.00 Segment Leq : 65.00 dba Total Leq All Segments: 65.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 57.92 + 0.00) = 57.92 dba -90 90 0.57 68.57 0.00-9.35-1.30 0.00 0.00 0.00 57.92 Segment Leq : 57.92 dba Total Leq All Segments: 57.92 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.00 (NIGHT): 57.92

STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:07:57 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 4a65d80k.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila 65dBA at 80 km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 59.10 / 59.10 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 65.00 + 0.00) = 65.00 dba -90 90 0.64 76.17 0.00-9.75-1.42 0.00 0.00 0.00 65.00 Segment Leq : 65.00 dba Total Leq All Segments: 65.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 57.92 + 0.00) = 57.92 dba

-90 90 0.57 68.57 0.00-9.35-1.30 0.00 0.00 0.00 57.92 Segment Leq : 57.92 dba Total Leq All Segments: 57.92 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.00 (NIGHT): 57.92 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:50:46 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: a50d80ki.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila night 50dBA at 80km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 188.80 / 188.80 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 56.73 + 0.00) = 56.73 dba -90 90 0.64 76.17 0.00-18.01-1.42 0.00 0.00 0.00 56.73

Segment Leq : 56.73 dba Total Leq All Segments: 56.73 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 50.00 + 0.00) = 50.00 dba -90 90 0.57 68.57 0.00-17.27-1.30 0.00 0.00 0.00 50.00 Segment Leq : 50.00 dba Total Leq All Segments: 50.00 dba TOTAL Leq FROM ALL SOURCES (DAY): 56.73 (NIGHT): 50.00 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:48:19 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: a60d70ki.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila day & night 60dBA at 70km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 70 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 101.20 / 36.70 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier)

Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 60.00 + 0.00) = 60.00 dba -90 90 0.64 75.00 0.00-13.58-1.42 0.00 0.00 0.00 60.00 Segment Leq : 60.00 dba Total Leq All Segments: 60.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 59.99 + 0.00) = 59.99 dba -90 90 0.57 67.40 0.00-6.10-1.30 0.00 0.00 0.00 59.99 Segment Leq : 59.99 dba Total Leq All Segments: 59.99 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.00 (NIGHT): 59.99 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:49:42 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: a60d80ki.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila day & night 60dBA at 80km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 119.30 / 43.50 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 60.00 + 0.00) = 60.00 dba -90 90 0.64 76.17 0.00-14.75-1.42 0.00 0.00 0.00 60.00 Segment Leq : 60.00 dba Total Leq All Segments: 60.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 60.01 + 0.00) = 60.01 dba -90 90 0.57 68.57 0.00-7.26-1.30 0.00 0.00 0.00 60.01 Segment Leq : 60.01 dba Total Leq All Segments: 60.01 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.00 (NIGHT): 60.01 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:49:42 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: a60d80ki.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila day & night 60dBA at 80km/h Road data, segment # 1: 4-UAD (day/night) -----------------------------------------

Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 119.30 / 43.50 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 60.00 + 0.00) = 60.00 dba -90 90 0.64 76.17 0.00-14.75-1.42 0.00 0.00 0.00 60.00 Segment Leq : 60.00 dba Total Leq All Segments: 60.00 dba Results segment # 1: 4-UAD (night) ---------------------------------- ROAD (0.00 + 60.01 + 0.00) = 60.01 dba -90 90 0.57 68.57 0.00-7.26-1.30 0.00 0.00 0.00 60.01 Segment Leq : 60.01 dba Total Leq All Segments: 60.01 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.00

(NIGHT): 60.01 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:30:20 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: a65d80ki.te Time Period: Day/Night 16/8 hours Description: 4 Lane Arterial ila 65dBA at 80 km/h Road data, segment # 1: 4-UAD (day/night) ----------------------------------------- Car traffic volume : 28336/2464 veh/timeperiod * Medium truck volume : 2254/196 veh/timeperiod * Heavy truck volume : 1610/140 veh/timeperiod * Posted speed limit : 80 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 35000 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: 4-UAD (day/night) --------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 59.10 / 59.10 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 4-UAD (day) -------------------------------- ROAD (0.00 + 65.00 + 0.00) = 65.00 dba -90 90 0.64 76.17 0.00-9.75-1.42 0.00 0.00 0.00 65.00 Segment Leq : 65.00 dba Total Leq All Segments: 65.00 dba Results segment # 1: 4-UAD (night) ----------------------------------

ROAD (0.00 + 57.92 + 0.00) = 57.92 dba -90 90 0.57 68.57 0.00-9.35-1.30 0.00 0.00 0.00 57.92 Segment Leq : 57.92 dba Total Leq All Segments: 57.92 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.00 (NIGHT): 57.92 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 10:09:19 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc50di.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ila night 50dBA at 50kmh Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 53.00 / 53.00 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 57.11 + 0.00) = 57.11 dba

-90 90 0.64 67.51 0.00-8.98-1.42 0.00 0.00 0.00 57.11 Segment Leq : 57.11 dba Total Leq All Segments: 57.11 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 50.00 + 0.00) = 50.00 dba -90 90 0.57 59.91 0.00-8.61-1.30 0.00 0.00 0.00 50.00 Segment Leq : 50.00 dba Total Leq All Segments: 50.00 dba TOTAL Leq FROM ALL SOURCES (DAY): 57.11 (NIGHT): 50.00 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 10:38:53 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc55di.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ila 55dBA at 50kmh Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0

Surface : 1 (Absorptive ground surface) Receiver source distance : 71.40 / 71.40 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 55.00 + 0.00) = 55.00 dba -90 90 0.64 67.51 0.00-11.10-1.42 0.00 0.00 0.00 55.00 Segment Leq : 55.00 dba Total Leq All Segments: 55.00 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 47.97 + 0.00) = 47.97 dba -90 90 0.57 59.91 0.00-10.64-1.30 0.00 0.00 0.00 47.97 Segment Leq : 47.97 dba Total Leq All Segments: 47.97 dba TOTAL Leq FROM ALL SOURCES (DAY): 55.00 (NIGHT): 47.97 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 10:00:06 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc55do.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ola 55dBA at 50km/h Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 69.50 / 69.50 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 55.00 + 0.00) = 55.00 dba -90 90 0.66 67.51 0.00-11.05-1.46 0.00 0.00 0.00 55.00 Segment Leq : 55.00 dba Total Leq All Segments: 55.00 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 48.15 + 0.00) = 48.15 dba -90 90 0.57 59.91 0.00-10.46-1.30 0.00 0.00 0.00 48.15 Segment Leq : 48.15 dba Total Leq All Segments: 48.15 dba TOTAL Leq FROM ALL SOURCES (DAY): 55.00 (NIGHT): 48.15

STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 10:04:51 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc60dio.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ila day & night 60dBA 50kmh Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 35.30 / 15.00 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 60.01 + 0.00) = 60.01 dba -90 90 0.64 67.51 0.00-6.09-1.42 0.00 0.00 0.00 60.01 Segment Leq : 60.01 dba Total Leq All Segments: 60.01 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 58.61 + 0.00) = 58.61 dba

-90 90 0.57 59.91 0.00 0.00-1.30 0.00 0.00 0.00 58.61 Segment Leq : 58.61 dba Total Leq All Segments: 58.61 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.01 (NIGHT): 58.61 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 09:58:27 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc60do.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ola 60dBA at 50km/h Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 34.70 / 34.70 m Receiver height : 1.50 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier) Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 60.01 + 0.00) = 60.01 dba -90 90 0.66 67.51 0.00-6.05-1.46 0.00 0.00 0.00 60.01

Segment Leq : 60.01 dba Total Leq All Segments: 60.01 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 52.89 + 0.00) = 52.89 dba -90 90 0.57 59.91 0.00-5.72-1.30 0.00 0.00 0.00 52.89 Segment Leq : 52.89 dba Total Leq All Segments: 52.89 dba TOTAL Leq FROM ALL SOURCES (DAY): 60.01 (NIGHT): 52.89 STAMSON 5.0 NORMAL REPORT Date: 02-03-2016 10:02:08 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: 2mc65di.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ila 65dBA at 50km/h Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 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: 2-UMCU (day/night) ---------------------------------------- Angle1 Angle2 : -90.00 deg 90.00 deg No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 17.50 / 17.50 m Receiver height : 2.25 / 4.50 m Topography : 1 (Flat/gentle slope; no barrier)

Results segment # 1: 2-UMCU (day) --------------------------------- ROAD (0.00 + 65.00 + 0.00) = 65.00 dba -90 90 0.64 67.51 0.00-1.10-1.42 0.00 0.00 0.00 65.00 Segment Leq : 65.00 dba Total Leq All Segments: 65.00 dba Results segment # 1: 2-UMCU (night) ----------------------------------- ROAD (0.00 + 57.56 + 0.00) = 57.56 dba -90 90 0.57 59.91 0.00-1.05-1.30 0.00 0.00 0.00 57.56 Segment Leq : 57.56 dba Total Leq All Segments: 57.56 dba TOTAL Leq FROM ALL SOURCES (DAY): 65.00 (NIGHT): 57.56 STAMSON 5.0 NORMAL REPORT Date: 03-03-2016 15:31:54 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: mcbrt55i.te Time Period: Day/Night 16/8 hours Description: 2 Lane Major Collector ila 55dBA with BRT Road data, segment # 1: 2-UMCU (day/night) ------------------------------------------ Car traffic volume : 9715/845 veh/timeperiod * Medium truck volume : 773/67 veh/timeperiod * Heavy truck volume : 552/48 veh/timeperiod * Posted speed limit : 50 km/h Road gradient : 1 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): 12000 Percentage of Annual Growth : 0.00 Number of Years of Growth : 0.00 Medium Truck % of Total Volume : 7.00