Noise Assessment Report Main Street, Residential Site Cambridge, ON
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1 Noise Assessment Report Main Street, Residential Site Cambridge, ON Prepared for: Ontario Inc. Prepared by: Stantec Consulting Ltd Hagey Boulevard Waterloo, ON N2L 0A4 Project:
2 Noise Assessment Report Main Street, Residential Site Cambridge, ON Table of Contents 1.0 INTRODUCTION PURPOSE OF REPORT LOCATION & SITE PLAN CONCEPTS NOISE LEVEL CRITERIA GUIDELINES OBSERVATIONS AND CALCULATIONS NOISE LEVEL PREDICTIONS ROAD TRAFFIC VOLUMES PROJECTED NOISE LEVELS CONCLUSIONS AND RECOMMENDATIONS CONCLUSIONS LIST OF TABLES Table 1 Noise Criteria for Residential Land Use Table 2 Combination of Road and Rail Noise Day-Time Outdoor, Ventilation and Warning Clause Requirements Table 3 Combination of Road and Rail Noise, Night-Time Ventilation and Warning Clause Requirements Table 4 Road and Rail Noise Building Component Requirements Table 5 Traffic Volumes Main Street Table 6 Summary of Projected Unattenuated Noise Contours LIST OF FIGURES Figure 1 Site Location Plan Figure 2 Receiver Locations Figure 3 Noise Warning Clause and Building Component Locations LIST OF APPENDICES RECEIVER HEIGHT CALCULATIONS... A.1 REGION OF WATERLOO CORRESPONDENCE... B.1 NOISE LEVEL CALCULATIONS... C.1 C.1 Indoor Receiver Stamson Reports... C.2 C.2 Outdoor Receiver Stamson Reports... C.3 NOISE WARNING CLAUSES... D.1
3 Introduction 1.0 INTRODUCTION 1.1 PURPOSE OF REPORT Ontario Inc. has retained Stantec Consulting Ltd. to prepare a preliminary environmental noise assessment for the Main Street Residential Development. The subject property is located northwest of the future intersection of Main Street and Nottinghill Drive in the City of Cambridge. This report provides sufficient information in support of Official Plan and Zoning Amendments. The purpose of this report is to: Outline the Ministry s guidelines and criteria for noise levels and residential land use; Apply the noise level standards of the Ontario Ministry of the Environment and Climate Change to the site in conjunction with the Regional Municipality of Waterloo Implementation Guidelines for Noise Reports; Determine the extent to which noise level contours will be of concern to future residents of the proposed development, using the computerized version (STAMSON 5.03) of the M.O.E.C.C. s noise model; Outline potential locations for noise attenuation and noise mitigation techniques, as necessary, to achieve acceptable noise levels for future residents of the proposed development. 1.2 LOCATION & SITE PLAN CONCEPTS The site is directly bound by Main Street to the north, Sparrow Avenue to the south, existing residential to the west and existing Greengate Subdivision to the east and further to the south. The property location is illustrated on Figure 1. The proposed 2.3 ha (approx.) development consists of two and three storey condominium townhome units complete with amenity areas and grass parking. This report will focus on the noise levels generated by the traffic on Main Street on the proposed residential development. 1.1
4 (825, 835, 845, 865, 875 MAIN STREET) SITE N ORIGINAL SHEET - ANSI A 300 Hagey Blvd. Suite 100 Waterloo, ON, N2L 0A4 Tel V:\01614\active\ \design\drawing_06\civil\sheet_files\ _FIGS.dwg 2017/05/26 1:10 PM By: Robb, Brad FRANKLIN BLVD DUNDAS ST S CHESTER DR CRITCHER AVE GREEN GATE BLVD WETLAND MAIN ST FERNCLIFFE ST BROADOAKS DR HONEY ST SPARROW AVE MAPLE BUSH DR FITZGERALD DR April Client/Project Figure No. Title ONTARIO INC MAIN STREET SITE PLAN DEVELOPMENT SLP-1 SITE LOCATION PLAN
5 Noise Level Criteria 2.0 NOISE LEVEL CRITERIA 2.1 GUIDELINES The Ontario Ministry of Environment (M.O.E.C.C.) has produced guidelines for noise levels for use in noise assessment and land use planning. Noise level criteria for residential land use are summarized in Table 1 below. Noise levels in excess of the guidelines presented are acceptable under certain conditions and with certain provisions. Table 1 Noise Criteria for Residential Land Use Location 7 a.m p.m. 11 p.m. - 7 a.m. Outdoor Living Areas 55 dba N/A Indoor Living Areas 55 dba at plane of living room windows 50 dba at plane of bedroom windows Table 2 and Table 3 set out noise levels in excess of the criteria and the required provisions to allow residential activity in locations where noise level criteria are expected. Table 2 Combination of Road and Rail Noise Day-Time Outdoor, Ventilation and Warning Clause Requirements Location Outdoor Living Area Leq (16 hr) (dba) Leq16hr less than or equal to 55 dba Leq16hr greater than 55 dba to less than or equal to 60 dba Leq16hr greater than 60 dba Ventilation Requirements Outdoor Control Measures N/A None required Not required N/A N/A Control measures (barriers) may not be required but should be considered Control measures (barriers) required to reduce the Leq to below 60 dba and as close to 55 dba as technically, economically and administratively feasible Warning Clause Required if resultant Leq exceeds 55 dba Type A Required if resultant Leq exceeds 55 dba Type B 2.1
6 Noise Level Criteria Location Leq (16 hr) (dba) Ventilation Requirements Outdoor Control Measures Warning Clause Leq16hr less than or equal to 55 dba None required N/A Not required Plane of Living Room Window Leq16hr greater than 55 dba to less than or equal to 65 dba Forced air heating with provision for central air conditioning N/A Required Type C Leq16hr greater than 65 dba Central air conditioning N/A Required Type D (Source: Ministry of the Environment, Noise Assessment Criteria in Land Use Planning: Requirements, Procedures and Implementation, October 1997) Table 3 Combination of Road and Rail Noise, Night-Time Ventilation and Warning Clause Requirements Location Plane of Bedroom Window Leq (8 hr) (dba) Leq8hr greater than 50 dba to less or equal to 60 dba Ventilation Requirements Forced air heating with provision for central air conditioning Outdoor Control Measures N/A Warning Clause Required Type C Leq8hr greater than 60 dba Central air conditioning N/A Required Type D (Source: Ministry of the Environment, Noise Assessment Criteria in Land Use Planning: Requirements, Procedures and Implementation, October 1997) The M.O.E.C.C. also specifies building component requirements when indoor noise levels exceed the criteria by certain levels. These requirements are summarized in Table 4. Table 4 Road and Rail Noise Building Component Requirements Location Leq (16 hr) (dba) Building Component Requirements Plane of Living Room Window Daytime Road Rail Less than or equal to 65 dba Greater than 65 dba Less than or equal to 60 dba Greater than 60 dba Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria 2.2
7 Noise Level Criteria Location Leq (16 hr) (dba) Building Component Requirements Plane of Bedroom Window - Nighttime Road Rail Less than or equal to 60 dba Greater than 60 dba Less than or equal to 55 dba Greater than 55 dba Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria Building compliant with the Ontario Building Code Building components (walls, windows, etc.) must be designed to achieve indoor sound level criteria (Source: Ministry of the Environment, Noise Assessment Criteria in Land Use Planning: Requirements, Procedures and Implementation, October 1997) 2.3
8 Observations and Calculations 3.0 OBSERVATIONS AND CALCULATIONS 3.1 NOISE LEVEL PREDICTIONS Noise predictions in this report were completed using the computerized version (STAMSON 5.03) of the M.O.E.C.C. noise model, ORNAMENT to calculate noise levels from various sources. The program accepts variables related to noise sources and receivers, road traffic volumes and the nature and extent of noise attenuation barriers, if required. 3.2 ROAD TRAFFIC VOLUMES Main Street has been identified as the only road traffic noise source of concern for this development. Traffic volume data for Main Street was provided by the Region of Waterloo with a 2027 forecasted average annual daily traffic volume of 21,500 vehicles per day. Traffic data correspondence from the Region of Waterloo is included in Appendix A. Additional information regarding applicable assumptions and ratios for day/night traffic and car/ truck traffic is summarized as follows: Heavy truck traffic for this segment is estimated to be 5% of total traffic volume Medium truck traffic for this segment is estimated to be 2% of total traffic volume; the rest is assumed to be car traffic Daytime (7 am 11 pm) traffic is assumed to be 90%, with the remaining 10% at night (11 pm 7 am) Speed limit for Main Street is 60 km/hour. Table 5 summarizes the traffic volumes used for calculations in this report. Table 5 Traffic Volumes Main Street Day Night Total Car 17,996 2,000 19,996 Medium Truck Heavy Truck ,076 TOTAL 19,351 2,151 21,502 Speed Limit 60 km/hr Gradient 3.7% Surface Asphalt 3.1
9 Observations and Calculations 3.3 PROJECTED NOISE LEVELS Using the M.O.E.C.C. noise model, ORNAMENT, noise levels were calculated for daytime and nighttime conditions at the point representing the anticipated building locations based on the grading plan prepared by Stantec Consulting Ltd. The resulting receiver locations are illustrated on Figure 2. The receiver heights for indoor daytime and nighttime noise level calculations for the future buildings were completed at an assumed ground level (2.5 m above road grade for 2 storey townhomes and 4.5 m above road grade for 3 storey townhomes) and at the second level (4.5 m above road grade for two storey townhomes and 6.5 m above road grade for three storey townhomes). The outdoor living areas were assumed at 1.5 m above road grade at a 3.0 m offset distance from the building face in the center of the building as per the M.O.E.C.C. Guidelines. Appendix B summarizes the receiver heights based on the preliminary grading design by Stantec Consulting Ltd. in relation to the centerline elevation of Main Street. Unattenuated receiver noise levels have been summarized in Table 6 and noise level calculations are provided in Appendix C for daytime and nighttime building face and daytime outdoor living areas. 3.2
10 Observations and Calculations Table 6 Summary of Projected Unattenuated Noise Contours Receiver Site R1 Location 3-Storey Townhome fronting Main Street - 2 nd floor living area, 3 rd floor bedrooms Daytime - Building Face (dba) Nighttime - Building Face (dba) Outdoor Living Area (dba) Noise Mitigation Measures -Noise Warning Clause D -Requires building component design R1A 3-Storey Townhome fronting Main Street - 1 st floor bedroom Noise Warning Clause D -Requires building component design R2 3-Storey Townhome - Outdoor Noise Warning Clause A R3 3-Storey Townhome - Indoor Noise Warning Clause C R4 3-Storey Townhome - Indoor R5 R6 3-Storey Townhome - Outdoor 3-Storey - 16 Unit Back to Back Townhome - 2 nd floor living area, 3 rd floor bedrooms N/A N/A N/A 3.3
11 SPARROW AVENUE MAIN STREET EAST (REGIONAL ROAD 97) N 1 2 V:\01614\active\ \design\drawing_06\civil\sheet_files\ _FIGS.dwg 2017/05/30 8:54 AM By: Robb, Brad ORIGINAL SHEET - ANSI A 300 Hagey Blvd. Suite 100 Waterloo, ON, N2L 0A4 Tel LANDS OWNED BY OTHERS April Client/Project Figure No. Title ONTARIO INC MAIN STREET SITE PLAN DEVELOPMENT FIGURE 2 RECEIVER LOCATIONS
12 Conclusions and Recommendations 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 CONCLUSIONS For the three storey-townhome units located along the northerly site boundary, fronting on to Main Street, predicted noise levels are expected to be approximately 68 dba for the daytime living areas and 62 dba for the nighttime areas at the outside plane of the living room and bedroom window(s) respectively. These units require the installation of central air conditioning and building components to be designed to achieve the day/night indoor sound level criteria as per M.O.E.C.C. regulations. Noise warning clause D is to be included in all offers to purchase and sale of these units. The seven most northerly three-storey townhome units, located along the westerly property boundary experience outdoor noise levels of approximately 58 dba and indoor noise levels of approximately 53 dba for daytime and 59 dba for nighttime at the plane of the living room and bedroom window(s) respectively. These units require the installation of forced air heating with provision for central air conditioning along with noise warning clauses A and C to be included in all offers to purchase and sale of these units. R5 is the furthermost outdoor sound receiver from the Main Street centerline used in this analysis (93 m south of the Main Street center line). It is anticipated that sound levels are approximately 54 dba at the R5 location. The two amenity areas proposed on site are located further south of the R5 receiver location, at an approximate distance of 140 m from the centerline of Main Street. As such the amenity areas are considered to comply with the M.O.E.C.C. s outdoor sound level criteria of less than 55 dba and do not require any mitigation. Figure 3 illustrates the location of the noise warning clauses and the units requiring building components to be designed to achieve the indoor sound level criteria. Noise warning clauses are provided in Appendix D. 4.1
13 MAIN STREET EAST (REGIONAL ROAD 97) N V:\01614\active\ \design\drawing_06\civil\sheet_files\ _FIGS.dwg 2017/05/24 2:20 PM By: Robb, Brad AMENITY AREA ORIGINAL SHEET - ANSI A UNDERGROUND SWM SYSTEM AMENITY AREA ABOVE SPARROW AVENUE LANDS OWNED BY OTHERS April Hagey Blvd. Suite 100 Waterloo, ON, N2L 0A4 Tel Client/Project Figure No. Title ONTARIO INC MAIN STREET SITE PLAN DEVELOPMENT FIGURE 3 NOISE WARNING CLAUSE AND BUILDING COMPONENT LOCATIONS
14 Conclusions and Recommendations The consideration of these measures will allow the residential development to proceed in accordance with City of Cambridge s planning approval process and form the basis for meeting the M.O.E.C.C. criteria with respect to environmental noise. Respectfully Submitted By: Sergio Zaga, M.Eng., Project Coordinator Darren Scott, P.Eng., Project Manager 4.3
15 Appendix A RECEIVER HEIGHT CALCULATIONS RECEIVER HEIGHT CALCULATIONS
16 Main Street Cambridge Receiver Height Calculation Assumptions: Outdoor Receiver Height: 1.5 m Indoor Daytime Receiver Height: 2.5 m (for main floor living area) Indoor Nighttime Receiver Height: 4.5 m (for second floor bedroom) Indoor Daytime Receiver Height: 4.5 m (for second floor living area) Indoor Nighttime Receiver Height: 6.5 m (for third floor bedroom) Receiver Site R1 Location 3-Storey Rear Lane fronting Main Street - 2 nd floor living area, 3 rd floor bedrooms Main Street Centerline Elevation Ground Elevation ± (m) Outdoor Receiver Height (m) Indoor Daytime Receiver Height (m) Indoor Nighttime Receiver Height (m) R1A 3-Storey Rear Lane fronting Main Street - 1 st floor bedroom R2 3-Storey Townhome - Outdoor R3 3-Storey Townhome - Indoor R4 3-Storey Townhome - Indoor R5 3-Storey Townhome - Outdoor R6 3-Storey - 16 Unit Townhome - 2 nd floor living area, 3 rd floor bedrooms
17 Appendix B REGION OF WATERLOO CORRESPONDENCE REGION OF WATERLOO CORRESPONDENCE
18 Main Street, Cambridge 2027 AADT Forecast Region of Waterloo AADT Forecast for Noise Studies December 6th, Development/Location Main Street, Cambridge 2. Current AADT (2017) 4, Forecast AADT (2027) 21, Commercial Vehicle Rates % Medium Trucks 2% % Heavy Trucks 5% 5. Posted Speed Limit 60 km/h 6. Day/Night Splits Regional Standard 90/10 Day/Night Split 7. Validity Period December 31st, Notes This forecast is intended for the purpose of carrying out a noise study only. This forecast remains valid up to the date indicated above. The Region of Waterloo should be contacted for an updated forecast if there are plans to use this forecast beyond the above validity period. DOCS # Prepared by: Pardeep Kumar
19 Appendix C Noise Level Calculations NOISE LEVEL CALCULATIONS
20 Appendix C Noise Level Calculations C.1 INDOOR RECEIVER STAMSON REPORTS
21 STAMSON 5.0 NORMAL REPORT Date: :44:59 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r1.te Time Period: Day/Night 16/8 hours Description: R1 INDOOR (DAY/NIGHT) Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : / m Receiver height : 4.60 / 6.60 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Main Street (night) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 61.86
22 STAMSON 5.0 NORMAL REPORT Date: :46:59 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r1a.te Time Period: Day/Night 16/8 hours Description: R1 NIGHT - FIRST FLOOR BEDROOM Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : / m Receiver height : 2.60 / 2.60 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Main Street (night) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 61.49
23 STAMSON 5.0 NORMAL REPORT Date: :49:19 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r3.te Time Period: Day/Night 16/8 hours Description: R3 INDOOR (DAY/NIGHT) Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : / m Receiver height : 4.30 / 6.30 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Main Street (night) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 52.92
24 STAMSON 5.0 NORMAL REPORT Date: :50:51 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r4.te Time Period: Day/Night 16/8 hours Description: R4 INDOOR (DAY/NIGHT) Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : / m Receiver height : 3.68 / 5.68 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Main Street (night) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 48.74
25 STAMSON 5.0 NORMAL REPORT Date: :06:39 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r6.te Time Period: Day/Night 16/8 hours Description: R6 INDOOR (DAY/NIGHT) Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg deg Wood depth : 0 (No woods.) No of house rows : 1 / 1 House density : 95 % Surface : 1 (Absorptive ground surface) Receiver source distance : / m Receiver height : 2.09 / 4.09 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba Results segment # 1: Main Street (night) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): (NIGHT): 45.70
26 Appendix C Noise Level Calculations C.2 OUTDOOR RECEIVER STAMSON REPORTS
27 STAMSON 5.0 NORMAL REPORT Date: :48:19 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r2.te Description: R2 OUTDOOR Time Period: Day/Night 16/8 hours Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : Receiver height : 3.23 Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): 58.38
28 STAMSON 5.0 NORMAL REPORT Date: :52:41 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT Filename: r5.te Description: R5 OUTDOOR Time Period: Day/Night 16/8 hours Road data, segment # 1: Main Street (day/night) Car traffic volume : 17996/2000 veh/timeperiod * Medium truck volume : 387/43 veh/timeperiod * Heavy truck volume : 968/108 veh/timeperiod * Posted speed limit : 60 km/h Road gradient : 4 % Road pavement : 1 (Typical asphalt or concrete) * Refers to calculated road volumes based on the following input: 24 hr Traffic Volume (AADT or SADT): Percentage of Annual Growth : 0.00 Number of Years of Growth : Medium Truck % of Total Volume : 2.00 Heavy Truck % of Total Volume : 5.00 Day (16 hrs) % of Total Volume : Data for Segment # 1: Main Street (day/night) Angle1 Angle2 : deg 0.00 deg Wood depth : 0 (No woods.) No of house rows : 0 Surface : 1 (Absorptive ground surface) Receiver source distance : Receiver height : 2.49 Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00 Results segment # 1: Main Street (day) Source height = 1.50 m ROAD ( ) = dba Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq Segment Leq : dba Total Leq All Segments: dba TOTAL Leq FROM ALL SOURCES (DAY): 54.11
29 Appendix D Noise Warning Clauses NOISE WARNING CLAUSES
30 Appendix D Noise Warning Clauses WARNING CLAUSES The following warning clauses may be used individually or in combination: TYPE A: (Leq(16) in the OLA greater than 55 dba and less than or equal to 60 dba) Purchasers/tenants are advised that sound levels due to increasing road traffic (rail traffic) (air traffic) may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment. TYPE B: (Leq(16) in the OLA greater than 60 dba) 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 (rail traffic) (air traffic) may on occasions interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment. TYPE C: (Leq(16) in the OLA greater than 55 dba and less than or equal to 65 dba or (Leq(8) in the OLA greater than 50 dba and less than or equal to 60 dba) This dwelling unit has been designed with the provision for adding central air conditioning at the occupant s discretion. Installation of central air conditioning by the occupant in low and medium density developments will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the sound level limits of the Municipality and the Ministry of the Environment. TYPE D: (Leq(16) in the OLA greater than 65 dba or Leq(8) in the OLA greater than 60 dba) This dwelling 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 sound level limits Source: Ontario Ministry of the Environment, Environmental Noise Guideline Stationary and Transportation Sources Approval and Planning Publication NPC-300, Queen s Printer for Ontario, 2013 D.1
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