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HomeMy WebLinkAboutAppendix 8-6_Noise DataSite Number: Orange Chick-fil-A Site #1 Recorded By: Pierre Glaize Job Number: 166516 Date: 06/19/18 Time: 9:48 a.m. Location: Near apartment #1514, adjacent to alleyway, off Almond Avenue & McRoy Road. Source of Peak Noise: Construction noise nearby, traffic on Almond Avenue, plane above. Noise Data Leq (dB) Lmin (dB) Lmax (dB) Peak (dB) 58.4 50.6 76.0 90.6 Equipment Category Type Vendor Model Serial No. Cert. Date Note Sound Sound Level Meter Brüel & Kjær 2250 3011133 3/29/2018 Microphone Brüel & Kjær 4189 3086765 3/26/2018 Preamp Brüel & Kjær ZC 0032 25380 3/29/2018 Calibrator Brüel & Kjær 4231 2545667 3/28/2018 Weather Data Est. Duration: 10 minutes Sky: Sunny Note: dBA Offset = 0.00 Sensor Height (ft): 5 ft Wind Ave Speed (mph) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 1 68 30.00 Photo of Measurement Location 2250 Instrument:2250 Application:BZ7225 Version 4.7.4 Start Time:06/19/2018 09:47:47 End Time:06/19/2018 09:57:47 Elapsed Time:00:10:00 Bandwidth:1/3-octave Max Input Level:142.05 Time Frequency Broadband (excl. Peak):FSI AC Broadband Peak:C Spectrum:FS Z Instrument Serial Number: 3011133 Microphone Serial Number: 3086765 Input:Top Socket Windscreen Correction:UA-1650 Sound Field Correction:Free-field Calibration Time: 06/19/2018 08:41:52 Calibration Type: External reference Sensitivity:43.9977012574673 mV/Pa ORA001 Start End Elapsed Overload LAeq LAFmax LAFmin time time time [%][dB][dB][dB] Value 0.00 58.4 76.0 50.6 Time 09:47:47 AM 09:57:47 AM 0:10:00 Date 06/19/2018 06/19/2018 Cursor: (A) Leq=58.4 dB LFmax=76.0 dB LFmin=50.6 dB ORA001 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20 30 40 50 60 70 80 90 100 110 120 130 dB 06/19/2018 09:47:47 AM - 09:57:47 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA001 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 09:47:47 AM - 09:57:47 AM dB L1 = 69.2 dB L5 = 63.6 dB L10 = 60.4 dB L50 = 54.1 dB L90 = 52.3 dB L95 = 52.0 dB L99 = 51.4 dB Level Cumulative Cursor: 06/19/2018 09:52:46 AM - 09:52:47 AM LAIeq=54.9 dB LAFmax=53.2 dB LCpeak=76.1 dB LAFmin=51.5 dB ORA001 09:48:00 AM 09:50:00 AM 09:52:00 AM 09:54:00 AM 09:56:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA001 Start Elapsed LAIeq LAFmax LAFmin time time [dB][dB][dB] Value 54.9 53.2 51.5 Time 09:52:46 AM 0:00:01 Date 06/19/2018 Cursor: (A) Leq=52.3 dB ORA001 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 09:52:46 AM - 09:52:47 AM Hz LZeq Cursor: 06/19/2018 09:47:47 AM - 10:47:47 AM LAIeq=60.3 dB LAFmax=76.0 dB LCpeak=90.6 dB LAFmin=50.6 dB ORA001 Periodic reports 09:50:00 AM 10:00:00 AM 10:10:00 AM 10:20:00 AM 10:30:00 AM 10:40:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA001 Periodic reports Start Elapsed Overload LAIeq LAFmax LAFmin time time [%][dB][dB][dB] Value 0.00 60.3 76.0 50.6 Time 09:47:47 AM 0:10:00 Date 06/19/2018 Cursor: (A) Leq=58.4 dB LFmax=76.0 dB LFmin=50.6 dB ORA001 Periodic reports 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 09:47:47 AM - 09:57:47 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA001 Periodic reports 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 09:47:47 AM - 09:57:47 AM dB L1 = 69.2 dB L5 = 63.6 dB L10 = 60.4 dB L50 = 54.1 dB L90 = 52.3 dB L95 = 52.0 dB L99 = 51.4 dB Level Cumulative Site Number: Orange Chick-fil-A Site #2 Recorded By: Pierre Glaize Job Number: 166516 Date: 06/19/18 Time: 10:02 a.m. Location: Across project site, in-front of house #1433 West Almond Avenue. Source of Peak Noise: Construction adjacent to noise measurement, traffic on Almond Avenue. Noise Data Leq (dB) Lmin (dB) Lmax (dB) Peak (dB) 59.8 49.8 76.1 98.0 Equipment Category Type Vendor Model Serial No. Cert. Date Note Sound Sound Level Meter Brüel & Kjær 2250 3011133 3/29/2018 Microphone Brüel & Kjær 4189 3086765 3/26/2018 Preamp Brüel & Kjær ZC 0032 25380 3/29/2018 Calibrator Brüel & Kjær 4231 2545667 3/28/2018 Weather Data Est. Duration: 10 minutes Sky: Sunny Note: dBA Offset = 0.00 Sensor Height (ft): 5 ft Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 1 69 30.00 Photo of Measurement Location 2250 Instrument:2250 Application:BZ7225 Version 4.7.4 Start Time:06/19/2018 10:01:07 End Time:06/19/2018 10:11:07 Elapsed Time:00:10:00 Bandwidth:1/3-octave Max Input Level:142.05 Time Frequency Broadband (excl. Peak):FSI AC Broadband Peak:C Spectrum:FS Z Instrument Serial Number: 3011133 Microphone Serial Number: 3086765 Input:Top Socket Windscreen Correction:UA-1650 Sound Field Correction:Free-field Calibration Time: 06/19/2018 08:41:52 Calibration Type: External reference Sensitivity:43.9977012574673 mV/Pa ORA002 Start End Elapsed Overload LAeq LAFmax LAFmin time time time [%][dB][dB][dB] Value 0.00 59.8 76.1 49.8 Time 10:01:07 AM 10:11:07 AM 0:10:00 Date 06/19/2018 06/19/2018 Cursor: (A) Leq=59.8 dB LFmax=76.1 dB LFmin=49.8 dB ORA002 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20 30 40 50 60 70 80 90 100 110 120 130 dB 06/19/2018 10:01:07 AM - 10:11:07 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA002 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:01:07 AM - 10:11:07 AM dB L1 = 71.2 dB L5 = 66.4 dB L10 = 62.0 dB L50 = 54.6 dB L90 = 51.9 dB L95 = 51.5 dB L99 = 51.0 dB Level Cumulative Cursor: 06/19/2018 10:06:06 AM - 10:06:07 AM LAIeq=60.0 dB LAFmax=59.8 dB LCpeak=77.6 dB LAFmin=55.4 dB ORA002 10:02:00 AM 10:04:00 AM 10:06:00 AM 10:08:00 AM 10:10:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA002 Start Elapsed LAIeq LAFmax LAFmin time time [dB][dB][dB] Value 60.0 59.8 55.4 Time 10:06:06 AM 0:00:01 Date 06/19/2018 Cursor: (A) Leq=57.7 dB ORA002 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:06:06 AM - 10:06:07 AM Hz LZeq Cursor: 06/19/2018 10:01:07 AM - 11:01:07 AM LAIeq=61.7 dB LAFmax=76.1 dB LCpeak=98.0 dB LAFmin=49.8 dB ORA002 Periodic reports 10:10:00 AM 10:20:00 AM 10:30:00 AM 10:40:00 AM 10:50:00 AM 11:00:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA002 Periodic reports Start Elapsed Overload LAIeq LAFmax LAFmin time time [%][dB][dB][dB] Value 0.00 61.7 76.1 49.8 Time 10:01:07 AM 0:10:00 Date 06/19/2018 Cursor: (A) Leq=59.8 dB LFmax=76.1 dB LFmin=49.8 dB ORA002 Periodic reports 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:01:07 AM - 10:11:07 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA002 Periodic reports 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:01:07 AM - 10:11:07 AM dB L1 = 71.2 dB L5 = 66.4 dB L10 = 62.0 dB L50 = 54.6 dB L90 = 51.9 dB L95 = 51.5 dB L99 = 51.0 dB Level Cumulative Site Number: Orange Chick-fil-A Site #3 Recorded By: Pierre Glaize Job Number: 166516 Date: 06/19/18 Time: 10:15 a.m. Location: On-site on the western end, adjacent to wall by childcare building. Source of Peak Noise: Construction noise, children playing outside, traffic on almond, plane above. Noise Data Leq (dB) Lmin (dB) Lmax (dB) Peak (dB) 55.0 46.5 66.8 89.5 Equipment Category Type Vendor Model Serial No. Cert. Date Note Sound Sound Level Meter Brüel & Kjær 2250 3011133 3/29/2018 Microphone Brüel & Kjær 4189 3086765 3/26/2018 Preamp Brüel & Kjær ZC 0032 25380 3/29/2018 Calibrator Brüel & Kjær 4231 2545667 3/28/2018 Weather Data Est. Duration: 10 minutes Sky: Sunny Note: dBA Offset = 0.00 Sensor Height (ft): 5 ft Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 3 69 30.00 Photo of Measurement Location 2250 Instrument:2250 Application:BZ7225 Version 4.7.4 Start Time:06/19/2018 10:14:28 End Time:06/19/2018 10:24:28 Elapsed Time:00:10:00 Bandwidth:1/3-octave Max Input Level:142.05 Time Frequency Broadband (excl. Peak):FSI AC Broadband Peak:C Spectrum:FS Z Instrument Serial Number: 3011133 Microphone Serial Number: 3086765 Input:Top Socket Windscreen Correction:UA-1650 Sound Field Correction:Free-field Calibration Time: 06/19/2018 08:41:52 Calibration Type: External reference Sensitivity:43.9977012574673 mV/Pa ORA003 Start End Elapsed Overload LAeq LAFmax LAFmin time time time [%][dB][dB][dB] Value 0.00 55.0 66.8 46.5 Time 10:14:28 AM 10:24:28 AM 0:10:00 Date 06/19/2018 06/19/2018 Cursor: (A) Leq=55.0 dB LFmax=66.8 dB LFmin=46.5 dB ORA003 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20 30 40 50 60 70 80 90 100 110 120 130 dB 06/19/2018 10:14:28 AM - 10:24:28 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA003 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:14:28 AM - 10:24:28 AM dB L1 = 63.0 dB L5 = 59.8 dB L10 = 58.0 dB L50 = 53.2 dB L90 = 49.7 dB L95 = 48.9 dB L99 = 47.8 dB Level Cumulative Cursor: 06/19/2018 10:19:27 AM - 10:19:28 AM LAIeq=56.0 dB LAFmax=54.3 dB LCpeak=72.1 dB LAFmin=49.4 dB ORA003 10:15:00 AM 10:17:00 AM 10:19:00 AM 10:21:00 AM 10:23:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA003 Start Elapsed LAIeq LAFmax LAFmin time time [dB][dB][dB] Value 56.0 54.3 49.4 Time 10:19:27 AM 0:00:01 Date 06/19/2018 Cursor: (A) Leq=51.2 dB ORA003 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:19:27 AM - 10:19:28 AM Hz LZeq Cursor: 06/19/2018 10:14:28 AM - 11:14:28 AM LAIeq=57.6 dB LAFmax=66.8 dB LCpeak=89.5 dB LAFmin=46.5 dB ORA003 Periodic reports 10:20:00 AM 10:30:00 AM 10:40:00 AM 10:50:00 AM 11:00:00 AM 11:10:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA003 Periodic reports Start Elapsed Overload LAIeq LAFmax LAFmin time time [%][dB][dB][dB] Value 0.00 57.6 66.8 46.5 Time 10:14:28 AM 0:10:00 Date 06/19/2018 Cursor: (A) Leq=55.0 dB LFmax=66.8 dB LFmin=46.5 dB ORA003 Periodic reports 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:14:28 AM - 10:24:28 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA003 Periodic reports 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:14:28 AM - 10:24:28 AM dB L1 = 63.0 dB L5 = 59.8 dB L10 = 58.0 dB L50 = 53.2 dB L90 = 49.7 dB L95 = 48.9 dB L99 = 47.8 dB Level Cumulative Site Number: Orange Chick-fil-A Site #4 Recorded By: Pierre Glaize Job Number: 166516 Date: 06/19/18 Time: 10:30 a.m. Location: On Almond Avenue, across mainstreet from project site, infront of house #1318 Source of Peak Noise: Traffic on Almond and Main Street. Noise Data Leq (dB) Lmin (dB) Lmax (dB) Peak (dB) 58.1 47.4 72.4 91.7 Equipment Category Type Vendor Model Serial No. Cert. Date Note Sound Sound Level Meter Brüel & Kjær 2250 3011133 3/29/2018 Microphone Brüel & Kjær 4189 3086765 3/26/2018 Preamp Brüel & Kjær ZC 0032 25380 3/29/2018 Calibrator Brüel & Kjær 4231 2545667 3/28/2018 Weather Data Est. Duration: 10 minutes Sky: Sunny Note: dBA Offset = 0.00 Sensor Height (ft): 5 ft Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 4 71 30.00 Photo of Measurement Location 2250 Instrument:2250 Application:BZ7225 Version 4.7.4 Start Time:06/19/2018 10:29:41 End Time:06/19/2018 10:39:41 Elapsed Time:00:10:00 Bandwidth:1/3-octave Max Input Level:142.05 Time Frequency Broadband (excl. Peak):FSI AC Broadband Peak:C Spectrum:FS Z Instrument Serial Number: 3011133 Microphone Serial Number: 3086765 Input:Top Socket Windscreen Correction:UA-1650 Sound Field Correction:Free-field Calibration Time: 06/19/2018 08:41:52 Calibration Type: External reference Sensitivity:43.9977012574673 mV/Pa ORA004 Start End Elapsed Overload LAeq LAFmax LAFmin time time time [%][dB][dB][dB] Value 0.00 58.1 72.4 47.4 Time 10:29:41 AM 10:39:41 AM 0:10:00 Date 06/19/2018 06/19/2018 Cursor: (A) Leq=58.1 dB LFmax=72.4 dB LFmin=47.4 dB ORA004 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20 30 40 50 60 70 80 90 100 110 120 130 dB 06/19/2018 10:29:41 AM - 10:39:41 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA004 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:29:41 AM - 10:39:41 AM dB L1 = 67.1 dB L5 = 64.3 dB L10 = 61.5 dB L50 = 54.9 dB L90 = 50.0 dB L95 = 49.1 dB L99 = 48.3 dB Level Cumulative Cursor: 06/19/2018 10:34:40 AM - 10:34:41 AM LAIeq=51.9 dB LAFmax=52.3 dB LCpeak=75.0 dB LAFmin=51.0 dB ORA004 10:30:00 AM 10:32:00 AM 10:34:00 AM 10:36:00 AM 10:38:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA004 Start Elapsed LAIeq LAFmax LAFmin time time [dB][dB][dB] Value 51.9 52.3 51.0 Time 10:34:40 AM 0:00:01 Date 06/19/2018 Cursor: (A) Leq=51.5 dB ORA004 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:34:40 AM - 10:34:41 AM Hz LZeq Cursor: 06/19/2018 10:29:41 AM - 11:29:41 AM LAIeq=59.4 dB LAFmax=72.4 dB LCpeak=91.7 dB LAFmin=47.4 dB ORA004 Periodic reports 10:30:00 AM 10:40:00 AM 10:50:00 AM 11:00:00 AM 11:10:00 AM 11:20:00 AM 20 40 60 80 100 120 140 Sound dB LAIeq LAFmax LCpeak LAFmin ORA004 Periodic reports Start Elapsed Overload LAIeq LAFmax LAFmin time time [%][dB][dB][dB] Value 0.00 59.4 72.4 47.4 Time 10:29:41 AM 0:10:00 Date 06/19/2018 Cursor: (A) Leq=58.1 dB LFmax=72.4 dB LFmin=47.4 dB ORA004 Periodic reports 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20 40 60 80 100 120 140 dB 06/19/2018 10:29:41 AM - 10:39:41 AM Hz LZeq LZFmax LZFmin Cursor: [78.0 ; 78.2[ dB Level: 0.0% Cumulative: 0.0% ORA004 Periodic reports 20 30 40 50 60 70 80 90 100 110 120 130 140 0 10 20 30 40 50 60 70 80 90 100 %Based on LAF , 10ms Class width: 0.2 dB 06/19/2018 10:29:41 AM - 10:39:41 AM dB L1 = 67.1 dB L5 = 64.3 dB L10 = 61.5 dB L50 = 54.9 dB L90 = 50.0 dB L95 = 49.1 dB L99 = 48.3 dB Level Cumulative Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:28698 Receiver Barrier Dist:0 Peak Hour Traffic:2869.8 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:50 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:55.9 64.6 62.8 56.8 65.4 66.0 Medium Trucks:64.8 56.7 50.4 48.8 57.3 57.5 Heavy Trucks:69.7 57.7 48.7 49.9 59.6 59.7 Vehicle Noise:72.0 66.2 63.3 58.3 66.9 67.4 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -673 673 -460 460 -213 213 -146 146 -67 67 -67 67 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Existing 166516 SITE DATA Road Segment:Chapman Avenue to Almond Avenue Main Street Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -800 -600 -400 -200 0 200 400 600 800 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:28578 Receiver Barrier Dist:0 Peak Hour Traffic:2857.8 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:45 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:55.9 64.7 62.9 56.8 65.5 66.1 Medium Trucks:64.9 56.8 50.4 48.8 57.3 57.6 Heavy Trucks:69.7 57.8 48.7 49.9 59.6 59.8 Vehicle Noise:72.1 66.3 63.3 58.4 67.0 67.5 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -669 669 -458 458 -212 212 -145 145 -67 67 -67 67 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Existing 166516 SITE DATA Road Segment:Almond Avenue to Palmyra Avenue Main Street Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -800 -600 -400 -200 0 200 400 600 800 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:2453 Receiver Barrier Dist:0 Peak Hour Traffic:245.3 Centerline Dist. To Observer:100 Vehicle Speed:30 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:41.7 50.5 48.7 42.6 51.3 51.9 Medium Trucks:52.3 44.3 37.9 36.3 44.8 45.0 Heavy Trucks:58.0 46.0 37.0 38.2 48.3 48.5 Vehicle Noise:60.5 53.0 49.4 45.1 53.7 54.1 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -30 30 -21 21 -10 10 -7 7 -3 3 -3 3 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Existing 166516 SITE DATA Road Segment:Feldner Road to Main Street Almond Avenue Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -40 -30 -20 -10 0 10 20 30 40 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:7093 Receiver Barrier Dist:0 Peak Hour Traffic:709.3 Centerline Dist. To Observer:100 Vehicle Speed:25 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:44.1 52.8 51.0 45.0 53.6 54.2 Medium Trucks:55.7 47.6 41.3 39.7 48.2 48.4 Heavy Trucks:61.9 49.9 40.9 42.1 52.5 52.6 Vehicle Noise:64.5 56.1 52.0 48.2 56.7 57.1 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -61 61 -42 42 -19 19 -13 13 -6 6 -6 6 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Existing 166516 SITE DATA Road Segment:Main Street to Batavia Street Almond Avenue Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -80 -60 -40 -20 0 20 40 60 80 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:30676 Receiver Barrier Dist:0 Peak Hour Traffic:3067.6 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:50 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:56.1 64.9 63.1 57.1 65.7 66.3 Medium Trucks:65.1 57.0 50.6 49.1 57.6 57.8 Heavy Trucks:69.9 58.0 48.9 50.2 59.9 60.0 Vehicle Noise:72.3 66.5 63.6 58.6 67.2 67.7 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -720 720 -492 492 -228 228 -156 156 -72 72 -72 72 UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA 60 dBA 65 dBA 70 dBA Future 166516 SITE DATA Road Segment:Chapman Avenue to Almond Avenue Main Street Analyst: 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated -800 -600 -400 -200 0 200 400 600 800 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:30413 Receiver Barrier Dist:0 Peak Hour Traffic:3041.3 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:45 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:56.2 65.0 63.2 57.1 65.7 66.3 Medium Trucks:65.1 57.1 50.7 49.1 57.6 57.8 Heavy Trucks:70.0 58.0 49.0 50.2 59.9 60.0 Vehicle Noise:72.4 66.5 63.6 58.7 67.2 67.7 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -712 712 -487 487 -225 225 -154 154 -71 71 -71 71 UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA 60 dBA 65 dBA 70 dBA Future 166516 SITE DATA Road Segment:Almond Avenue to Palmyra Avenue Main Street Analyst: 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated -800 -600 -400 -200 0 200 400 600 800 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:2502 Receiver Barrier Dist:0 Peak Hour Traffic:250.2 Centerline Dist. To Observer:100 Vehicle Speed:30 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:41.8 50.6 48.8 42.7 51.4 52.0 Medium Trucks:52.4 44.3 38.0 36.4 44.9 45.1 Heavy Trucks:58.1 46.1 37.1 38.3 48.4 48.5 Vehicle Noise:60.6 53.1 49.5 45.2 53.7 54.2 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -31 31 -21 21 -10 10 -7 7 -3 3 -3 3 UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA 60 dBA 65 dBA 70 dBA Future 166516 SITE DATA Road Segment:Feldner Road to Main Street Almond Avenue Analyst: 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated -40 -30 -20 -10 0 10 20 30 40 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:7235 Receiver Barrier Dist:0 Peak Hour Traffic:723.5 Centerline Dist. To Observer:100 Vehicle Speed:25 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:44.1 52.9 51.1 45.0 53.7 54.3 Medium Trucks:55.8 47.7 41.3 39.8 48.3 48.5 Heavy Trucks:61.9 50.0 40.9 42.2 52.6 52.7 Vehicle Noise:64.6 56.2 52.1 48.3 56.8 57.2 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -62 62 -42 42 -20 20 -13 13 -6 6 -6 6 UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA 60 dBA 65 dBA 70 dBA Future 166516 SITE DATA Road Segment:Main Street to Batavia Street Almond Avenue Analyst: 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated -80 -60 -40 -20 0 20 40 60 80 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:31442 Receiver Barrier Dist:0 Peak Hour Traffic:3144.2 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:50 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:56.2 65.0 63.2 57.2 65.8 66.4 Medium Trucks:65.2 57.1 50.8 49.2 57.7 57.9 Heavy Trucks:70.0 58.1 49.1 50.3 60.0 60.1 Vehicle Noise:72.4 66.6 63.7 58.7 67.3 67.8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -736 736 -503 503 -233 233 -159 159 -74 74 -74 74 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Future Plus Project 166516 SITE DATA Road Segment:Chapman Avenue to Almond Avenue Main Street Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -1000 -800 -600 -400 -200 0 200 400 600 800 1000 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:31058 Receiver Barrier Dist:0 Peak Hour Traffic:3105.8 Centerline Dist. To Observer:100 Vehicle Speed:40 Barrier Near Lane CL Dist:0 Centerline Separation:45 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:56.3 65.0 63.3 57.2 65.8 66.4 Medium Trucks:65.2 57.2 50.8 49.2 57.7 57.9 Heavy Trucks:70.1 58.1 49.1 50.3 60.0 60.1 Vehicle Noise:72.4 66.6 63.7 58.8 67.3 67.8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -727 727 -497 497 -230 230 -157 157 -73 73 -73 73 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Future Plus Project 166516 SITE DATA Road Segment:Almond Avenue to Palmyra Avenue Main Street Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -1000 -800 -600 -400 -200 0 200 400 600 800 1000 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:3671 Receiver Barrier Dist:0 Peak Hour Traffic:367.1 Centerline Dist. To Observer:100 Vehicle Speed:30 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:43.5 52.3 50.5 44.4 53.0 53.6 Medium Trucks:54.1 46.0 39.6 38.1 46.5 46.8 Heavy Trucks:59.7 47.8 38.7 39.9 50.1 50.2 Vehicle Noise:62.3 54.7 51.2 46.9 55.4 55.8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -45 45 -31 31 -14 14 -10 10 -5 5 -5 5 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Future Plus Project 166516 SITE DATA Road Segment:Feldner Road to Main Street Almond Avenue Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -50 -40 -30 -20 -10 0 10 20 30 40 50 FeetRoadway Centerline Roadway Centerline Noise Contour Project Name:Scenario: Job #: Roadway: Centerline Dist to Barrier 0 Road Grade:0 Barrier (0=wall, 1= berm):0 Average Daily Traffic:7396 Receiver Barrier Dist:0 Peak Hour Traffic:739.6 Centerline Dist. To Observer:100 Vehicle Speed:25 Barrier Near Lane CL Dist:0 Centerline Separation:40 Barrier Far lane CL Dist:0 Pad Elevation:0.5 Site conditions HARD SITE Road Elevation:0 Observer Height (above grade):0 Type Day Evening Night Daily Barrier Height:0 Auto 0.775 0.129 0.096 0.9742 Rt View:90 Lft View:-90 Med. Truck 0.848 0.049 0.103 0.0184 Heavy Truck 0.865 0.027 0.108 0.0074 Autos:0 Medium Trucks:2.3 Heavy Trucks:8 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos:44.2 53.0 51.2 45.1 53.8 54.4 Medium Trucks:55.9 47.8 41.4 39.9 48.3 48.6 Heavy Trucks:62.0 50.1 41.0 42.3 52.6 52.8 Vehicle Noise:64.7 56.3 52.2 48.4 56.9 57.3 Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL Autos: Medium Trucks: Heavy Trucks: Vehicle Noise: -64 64 -43 43 -20 20 -14 14 -6 6 -6 6 60 dBA 65 dBA 70 dBA Unmitigated Federal Highway Administration RD-77-108 Traffic Noise Prediction Model (CALVENO) Orange Chick-fil-A Danielle Regimbal CENTERLINE NOISE CONTOUR Mitigated 60 dBA 65 dBA 70 dBA Future Plus Project 166516 SITE DATA Road Segment:Main Street to Batavia Street Almond Avenue Analyst: UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation) MITIGATED NOISE LEVELS (With topographic or barrier attenuation) NOISE INPUTS FLEET MIX NOISE SOURCE ELEVATIONS (Feet) PROJECT DATA -80 -60 -40 -20 0 20 40 60 80 FeetRoadway Centerline Roadway Centerline Noise Contour