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77TH AVE AND GLENDALE RETAIL AND RESTAURANT PLAZA NOISE STUDY - GLENDALE, AZ OCTOBER 4, 2023 PREPARED FOR: SIMONCRE JC TUCKER IV LLC PREPARED BY: ACOUSTICS GROUP, INC. CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION A G i ACOUSTICS GROUP, INC. OCTOBER 4, 2023 I CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 75th Ave and Glendale Retail and Restaurant Plaza Noise Study - Glendale, AZ Prepared for: Brandon Pors SimonCRE JC Tucker IV LLC 6900 E. 2nd Street Scottsdale, AZ 85251 Prepared by: ROBERT WOO – Principal Acoustical Consultant, INCE ANGELICA NGUYEN – Senior Acoustical Consultant ACOUSTICS GROUP, INC. CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 ACOUSTICS GROUP, INC. OCTOBER 4, 2023 II CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 TABLE OF CONTENTS Table of Contents ............................................................................................................ II 1. EXECUTIVE SUMMARY ........................................................................................... 1 2. INTRODUCTION ....................................................................................................... 2 3. NOISE ........................................................................................................................ 3 4. NOISE STANDARDS ................................................................................................. 5 5. EXISTING NOISE LEVELS ....................................................................................... 5 6. NOISE ANALYSIS ..................................................................................................... 7 7. IMPACT ASSESSMENT ............................................................................................ 9 8. NOISE CONTROL ANALYSIS ................................................................................. 10 9. NOISE CONTROL RECOMMENDATIONS ............................................................. 12 10. CONCLUSION ......................................................................................................... 13 11. REFERENCES ........................................................................................................ 15 12. APPENDIX ............................................................................................................... 16 ACOUSTICS GROUP, INC. OCTOBER 4, 2023 III CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Figures Figure 1. Project Location ............................................................................................... 2 Figure 2. Site Plan ........................................................................................................... 3 Figure 3. Typical A-weighted Noise Levels ..................................................................... 4 Figure 4. Noise Measurement Locations ......................................................................... 6 Figure 5. Predicted Noise Contour Map of the Retail and Restaurant Plaza Typical Operations – Without Noise Control ................................................................................ 8 Figure 6. Predicted Noise Contour Map of the Retail and Restaurant Plaza Operations (with Goodwill Delivery) – Without Noise Control ............................................................ 9 Figure 7. Location of the Recommended 10-ft High Loading Dock Noise Barrier ......... 12 Tables Table 1. Summary of Ambient Noise Measurements ...................................................... 6 Table 2. Operations Noise Sources................................................................................. 7 Table 3. Predicted Noise Levels ...................................................................................... 8 Table 4. Impact Assessment of Operations Noise ........................................................ 10 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 1 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 1. EXECUTIVE SUMMARY Acoustics Group, Inc., (AGI) was retained to conduct a noise study of the proposed Retail and Restaurant Plaza at the corner of 75th Avenue and Glendale Avenue in Glendale, AZ. AGI has reviewed the City of Glendale Noise Standards, conducted noise measurements, analyzed the noise levels from future operations at the site, assessed the impact of the future noise to determine compliance with the Noise Standards, and recommended noise control measures. The future operations were modeled for worst case typical conditions during peak hour activity and worst-case conditions during a delivery at the Goodwill. The typical hourly Leq from operations is estimated to be as high 41.6 and 42.7 dBA at residential rear yard of noise receptors NM1 and NM2, respectively. The operations peak hour noise levels would comply with the City of Glendale’s retail noise standard of 55 dBA. Delivery operations at the Goodwill will operate during the nighttime period with plaza operations estimated to be as high as 42.6 and 55.3 dBA at the residential rear yard of noise receptors NM1 and NM2, respectively. The delivery operations noise levels would exceed retail noise standards of 55 dBA at NM2. Noise control has been recommended to reduce operation noise levels for compliance with the City’s Standards. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 2 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 2. INTRODUCTION SimonCRE JC Tucker IV LLC proposes a new retail center located at the corner of 75th Avenue and Glendale Avenue in Glendale, AZ. Refer to Figure 1 for the general location of the Site and a Vicinity Map. Land uses immediately surrounding the site are commercial and residential. An existing 6-ft high noise barrier wall protects the residential land use to the south and east of the project site. The main noise concern is restaurant and retail operations affecting the residential properties. Refer to Figure 2 for the Site Plan and Location of the Retail Center. Figure 1. Project Location 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 3 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Figure 2. Site Plan 3. NOISE The magnitude by which noise affects its surrounding environment is measured on a logarithmic scale in decibels (dB). Because the human ear is limited to hearing a specific range of frequencies, the A-weighted filter system is used to form relevant results. A- weighted sound levels are represented as dBA. Figure 3 shows typical A-weighted exterior and interior noise levels that occur in human environments. Several noise metrics have been developed to evaluate noise. Leq is the energy average noise level and corresponds to a steady-state sound level that has the same acoustical energy as the sum of all the time varying noise events. Lmax is the maximum noise level measured during a sampling period, and Lxx are the statistical noise levels that are exceeded xx-% of the time of the measurement. L50 is the average noise level that is exceeded 50% of the time, 30 minutes in a 60 minute period. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 4 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Source: Melville Branch and R. Beland, 1970. EPA/ONAC 550/9-74-004, March 1974. Figure 3. Typical A-weighted Noise Levels 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 5 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 4. NOISE STANDARDS The City of Glendale Municipal Code has adopted regulations for the purpose of protecting citizens from potential hearing damage and from various other adverse physiological, psychological, and social effects associated with noise. In general, any excessive, unnecessary, or offensive noise that disturbs the peace and quiet or that causes discomfort or annoyance is prohibited. Specifically, for Community Shopping Centers, the City’s Code limits mechanical noise to 55 dBA at the property line. Exemptions are made for safety signals and warning devices. 5. EXISTING NOISE LEVELS AGI performed a site visit from August 31 to September 1, 2023 to conduct two long-term ambient noise measurements and three short-term ambient noise measurements to document existing baseline hourly noise levels. Figure 4 shows the location of the noise measurements. At location NM1, the measured hourly Leq ranged from 45.6 to 59.3 dBA. At NM2, the measured hourly Leq ranged from 44.7 to 56.7 dBA. The predominant noise sources contributing to the ambient background noise consisted of vehicular traffic and a dust storm. At ST1, the measured short-term Leq ranged from 54.2 to 54.6 dBA. At ST2, the measured short-term Leq ranged from 53.4 to 53.5 dBA. The noise sources contributing to the short-term ambient measurement data were vehicular traffic. Table 1 summarizes the noise measurement data from the survey. Refer to the Appendix for the measurement data sheets. (remainder of page is blank) 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 6 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Figure 4. Noise Measurement Locations Table 1. Summary of Ambient Noise Measurements Receiver Location Location Time Lmin, dBA Lmax, dBA Leq, dBA Contributing Noise Sources NM1 East Property Line 8/31/2023 11:00 AM – 9/1/2023 11:00 AM 38.7 78.4 45.6 to 59.3 Vehicular Traffic, Dust Storm NM2 South Property Line 8/31/2023 11:00 AM – 9/1/2023 11:00 AM 36.3 77.7 44.7 to 56.7 Vehicular Traffic, Dust Storm ST1 East Property Line 8/31/2023 10:46 AM – 11:06 AM 47.2 70.8 54.6 Vehicular Traffic 9/1/2023 9:12 AM – 9:39 AM 44.2 68.4 54.2 Vehicular Traffic ST2 South Property Line 8/31/2023 11:11 AM – 11:33 AM 43.7 68.9 53.4 Vehicular Traffic 9/1/2023 8:56 AM – 9:08 AM 43.4 63.2 53.5 Vehicular Traffic 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 7 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 6. NOISE ANALYSIS The following section analyzes the potential noise impacts associated with the construction and operations of the proposed project. The future noise generated from the future retail operations has the potential to impact nearby properties. The methodology used to analyze and predict operations noise from the project involved the use of the CadnaA computer noise model. CadnaA can simulate the physical environment by factoring in x, y, and z geometrics of a particular site to simulate the buildings, obstacles, and typography. The model uses industry recognized algorithms (ISO 9613) to perform acoustical analyses. The noise generated by future operations was calculated by inputting acoustical sources at the project site. Operations sound levels and assumptions were provided by SimonCRE. Deliveries will only occur during the nighttime hours. Refer to Table 2 for the noise sources used in the predictive analysis. Table 2. Operations Noise Sources Noise Source Operations or Equipment Sound Power Level Leq, dBA Trailer Hookup 113 Trailer Drop Off 117 Loading Unloading Trailer 95 Backup Beeper 105 Rooftop Unit (5 Ton) 78 Rooftop Unit (7.5 Ton) 83 Rooftop Unit (10 Ton) 82 Drive Through PA System 86 Car Door Slam 92 Car Start 86 Source: AGI Industry Database The future operations were modeled for worst case typical conditions during peak hour activity and worst-case conditions during a delivery at the Goodwill. Within the project boundaries, the typical hourly Leq from operations is estimated to be as high as 50.1 and 51.1 dBA at location NM1 and NM2, respectively . The existing 6-ft high residential property line barrier will reduce operations noise levels to as high as 41.6 and 42.7 dBA at the residential rear yard of noise receptors NM1 and NM2, respectively. During deliveries at Goodwill, the hourly Leq from operations is estimated to be as high as 50.4 and 61.7 dBA within the project boundaries at location NM1 and NM2, respectively. Behind the 6-ft high residential barrier, the delivery and operations noise level will be as high as 42.6 and 55.3 dBA at the residential rear yards of noise receptor NM1 and NM2, 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 8 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 respectively. Refer to Figures 5 and 6 for a noise contour map of the Proposed Operations without noise control for typical operations and delivery with operations, respectively. These predicted noise contours include the shielding provided by the existing 6-ft high concrete masonry block wall along the residential property boundary. Refer to Table 3 for a summary of the predicted noise levels. Table 3. Predicted Noise Levels Noise Sensitive Location Operation Peak Hour Leq, dBA Future Typical Future with Delivery1 Project Boundary Side Behind 6-ft Barrier Project Boundary Side Behind 6-ft Barrier NM1 East Property Line 50.1 41.6 50.4 42.6 NM2 South Property Line 51.1 42.7 61.7 55.3 ST1 East Property Line 51.1 43.8 51.2 43.9 ST2 South Property Line 50.9 44.0 53.8 48.9 Note: 0Delivery operations only occur during the nighttime. Figure 5. Predicted Noise Contour Map of the Retail and Restaurant Plaza Typical Operations – Without Noise Control 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 9 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Figure 6. Predicted Noise Contour Map of the Retail and Restaurant Plaza Operations (with Goodwill Delivery) – Without Noise Control 7. IMPACT ASSESSMENT The typical hourly Leq from operations is estimated to be as high 41.6 and 42.7 dBA at residential rear yard of noise receptors NM1 and NM2, respectively. The operations peak hour noise levels would comply with the City of Glendale’s retail noise standard of 55 dBA. Delivery operations at Goodwill will operate during the nighttime period with plaza operations estimated to be as high as 42.6 and 55.3 dBA at the residential rear yard of noise receptors NM1 and NM2, respectively. The delivery operations noise levels would exceed the retail noise standards of 55 dBA at NM2. Noise control is necessary to reduce operations’ noise levels for compliance with the City’s Standards. Refer to Table 4 for a summary of the future operations noise levels and impact assessments. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 10 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Table 4. Impact Assessment of Operations Noise Condition Noise Sensitive Location (behind existing 6-ft Noise Barrier) Future Operation Peak Hour Leq behind existing 6-ft Residential Noise Barrier, dBA Noise Standard, Leq, dBA Assessment Typical Operations NM1 East Property Line 41.6 55 Compliance NM2 South Property Line 42.7 55 Compliance ST1 East Property Line 43.8 55 Compliance ST2 South Property Line 44.0 55 Compliance Operations with Delivery NM1 East Property Line 42.6 55 Compliance NM2 South Property Line 55.3 55 Exceedance ST1 East Property Line 43.9 55 Compliance ST2 South Property Line 48.9 55 Compliance 8. NOISE CONTROL ANALYSIS Noise control was evaluated to reduce the noise from operations and deliveries to comply with the City’s Noise Standards. AGI evaluated the noise reduction from increasing the proposed 8-ft high loading dock noise barrier to 10-ft high. With a 10-ft high loading dock noise barrier, the operation noise level is expected to be reduced to 42.6 and 51.7 dBA at NM1 and NM2, respectively. This will result in a noise level reduction of 3.6 dBA at NM2. The operations peak hour noise levels would comply with the City of Glendale’s noise standard of 55 dBA. Table 5 summarizes the Operations and Delivery Noise Levels with 10-ft high Loading Dock Noise Barrier. Figure 7 illustrates the Noise Contour Map for Operations and Delivery Noise Control with the 10-ft high loading dock noise barrier. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 11 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 Table 5. Impact Assessment of Operations with Delivery Noise with 10-ft High Loading Dock Noise Barrier Condition Noise Sensitive Location (behind existing 6-ft Noise Barrier) Future Operation with Delivery Peak Hour Leq with 8-ft High Loading Dock Noise Barrier, dBA Future Operation with Delivery Peak Hour Leq with 10-ft High Loading Dock Noise Barrier, dBA Noise Standard, Leq, dBA Assessment Delivery NM1 East Property Line 42.6 42.6 55 Compliance NM2 South Property Line 55.3 51.7 55 Compliance ST1 East Property Line 43.9 43.9 55 Compliance ST2 South Property Line 48.9 48.9 55 Compliance Figure 7. Predicted Noise Contour Map with Noise Control – 10-ft High Loading Dock Noise Barrier 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 12 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 9. NOISE CONTROL RECOMMENDATIONS The following noise control measures are recommended to comply with City of Glendale Noise Standards: 1. A 10-ft high noise barrier is required at the loading dock per Figure 7. 2. The noise barrier should be a continuous structure without any gaps or openings and should be constructed from solid metal panel, plexi-glass, concrete masonry block, stucco on wood, or any combination of these materials. Figure 7. Location of the Recommended 10-ft High Loading Dock Noise Barrier 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 13 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 3. The operations and equipment shall not exceed the following noise source levels: Noise Source Operations or Equipment Sound Power Level Leq, dBA Trailer Hookup 113 Trailer Drop Off 117 Loading Unloading Trailer 95 Backup Beeper 105 Rooftop Unit (5 Ton) 78 Rooftop Unit (7.5 Ton) 83 Rooftop Unit (10 Ton) 82 Drive Through PA System 86 4. A spotter should be used to minimize the use of back up beepers for loading/unloading operations. 5. Delivery vehicles should not be left idling, to minimize noise onto neighboring properties. 6. The final design should be reviewed by a licensed Mechanical Engineer to ensure compliance with all applicable mechanical, fire and safety codes. 7. Upon completion of the project, a noise verification study should be performed to verify compliance with the City’s noise standards. 10. CONCLUSION Acoustics Group, Inc., (AGI) was retained to conduct a noise study of the proposed Retail and Restaurant Plaza at the corner of 75th Avenue and Glendale Avenue in Glendale, AZ. AGI has reviewed the City of Glendale Noise Standards, conducted noise measurements, analyzed the noise levels from future operations at the site, assessed the impact of the future noise to determine compliance with the Noise Standards, and recommended noise control measures. The future operations were modeled for worst case typical conditions during peak hour activity and worst-case conditions during peak hour activity and delivery at Goodwill. The typical hourly Leq from operations is estimated to be as high 41.6 and 42.7 dBA at residential rear yard of noise receptors NM1 and NM2, respectively. The operations peak hour noise levels would comply with the City of Glendale’s retail noise standard of 55 dBA. Delivery operations at the Goodwill will operate during the nighttime period with plaza operations estimated to be as high as 42.6 and 55.3 dBA at residential rear yard of noise receptors NM1 and NM2, respectively. The delivery operations noise levels would exceed retail noise standards of 55 dBA at NM2. Noise control has been recommended to reduce operation noise levels for compliance with the City’s Standards. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 14 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 The final design of the project should be reviewed by a qualified acoustical consultant to ensure compliance with the noise standards. 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 15 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 11. REFERENCES 1. Melville Branch and R. Beland, 1970. EPA/ONAC 550/9-74-004, March 1974. 2. Project Drawings dated July 17, 2023. 3. City of Glendale Municipal Code 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 16 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 12. APPENDIX FIELD DATA SHEETS & MEASUREMENT DATA CITY OF GLENDALE NOISE ORDINANCE MODELING INPUT & OUTPUT PROJECT DRAWINGS 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 FIELD DATA SHEETS & MEASUREMENT DATA 3URMHFW 6LPRQ&5(-&7XFNHU,9//& $GGUHVV 6(&WK *OHQGDOH$YH*OHQGDOH$= 'DWH /RFDWLRQ (DVW3URSHUW\/LQH 1RLVH 3RVLWLRQ 10 6RXUFHV 9HKLFXODU7UDIILF 'XVW6WRUP HNL, TIME dB(A) 30 50.2 30 51.6 30 52.5 30 51.4 30 52.4 30 53.2 30 54.0 30 53.2 30 54.3 30 54.4 30 59.3 30 52.4 $0 51.5 $0 51.4 $0 47.2 $0 45.6 $0 46.0 $0 50.1 $0 50.0 $0 50.1 $0 51.0 $0 50.4 $0 51.0 $0 50.9 CNEL: 58.0 1RWHV MEASUREMENT DATA - HOURLY NOISE LEVELS $0 30 $0 $0 63/G%$ 7,0( EDϭ Source: Acoustics Group, Inc. 3URMHFW 6LPRQ&5(-&7XFNHU,9//& $GGUHVV 6(&WK *OHQGDOH$YH*OHQGDOH$= 'DWH /RFDWLRQ 6RXWK3URSHUW\/LQH 1RLVH 3RVLWLRQ 10 6RXUFHV 9HKLFXODU7UDIILF 'XVW6WRUP HNL, TIME dB(A) 30 48.8 30 49.5 30 49.4 30 49.1 30 50.0 30 51.3 30 52.0 30 52.3 30 52.0 30 51.3 30 56.7 30 51.7 $0 51.0 $0 50.4 $0 46.4 $0 44.7 $0 45.7 $0 50.4 $0 53.2 $0 52.6 $0 49.9 $0 50.6 $0 53.1 $0 52.7 CNEL: 57.6 1RWHV MEASUREMENT DATA - HOURLY NOISE LEVELS $0 30 $0 $0 63/G%$ 7,0( EDϮ Source: Acoustics Group, Inc. 3URMHFW 'DWH /RF 67(DVW3URSHUW\/LQH 676RXWK3URSHUW\/LQH 6/0 %UHO .M U 61 0LF 3&%% 61 3$ %UHO .M U=& 61 6WDUW 'XUDWLRQ / / / / / / /PD[ /PLQ /HT 1RWHV $0 679HKLFXODU7UDIILF $0 679HKLFXODU7UDIILF $0 679HKLFXODU7UDIILF $0 679HKLFXODU7UDIILF 12,6(021,725,1*),(/''$7$6+((7 5HWDLO3URMHFW6(&WK *OHQGDOH$YH6LPRQ&5(-&7XFNHU,9//& ^dϭ ^dϮ 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 CITY OF GLENDALE NOISE ORDINANCE 75th Ave and Glendale Retail and Restaurant Plaza Noise Study ACOUSTICS GROUP, INC. OCTOBER 4, 2023 CONSULTANTS IN ACOUSTICS, NOISE & VIBRATION (877) 595-9988 MODELING INPUT & OUTPUT CadnaA Input Output Project: SimonCRE Receiver Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night Day Night Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m) NM1A 50.1 39 0 0 x Total 1.5 r 340.1 248.54 1.5 NM1B 41.6 33.4 0 0 x Total 1.5 r 344.79 248.54 1.5 NM2A 51.1 38.7 0 0 x Total 1.5 r 296.87 196.46 1.5 NM2B 42.7 37.2 0 0 x Total 1.5 r 297.4 185.52 1.5 ST1A 51.1 38.4 0 0 x Total 1.5 r 341.67 316.25 1.5 ST1B 43.8 36.4 0 0 x Total 1.5 r 347.4 315.21 1.5 ST2A 50.9 38.7 0 0 x Total 1.5 r 208.33 190.73 1.5 ST2B 44 36.6 0 0 x Total 1.5 r 208.33 183.44 1.5 Point Source Name M. ID Result. PWL Lw / Li Correction Sound Reduction Attenuatio Operating Time K0 Freq. Direct. Height Coordinates Day Evening Night Type Value norm. Day Evening Night R Area Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (m²) (min) (min) (min) (dB) (Hz) (m) (m) (m) (m) Truck Load 0 0 0 Lw 0 0 0 5 0 0 0 (none) 2 r 303.89 211.81 2 Truck Traile 0 0 0 Lw 0 0 0 5 0 0 0 (none) 2 r 303.89 211.81 2 Backup Bee 0 0 0 Lw 0 0 0 5 0 0 0 (none) 2 r 303.89 211.81 2 Menu Boar 85.8 85.8 85.8 Lw P1 0 0 0 0 (none) 1 r 213.05 238.17 1 Menu Boar 85.8 85.8 85.8 Lw P1 0 0 0 0 (none) 1 r 221.32 281.13 1 Menu Boar 85.8 85.8 85.8 Lw P1 0 0 0 0 (none) 1 r 262.08 320.27 1 C1 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 7.52 r 266.05 242.46 7.52 C2 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 7.52 r 284.12 242.76 7.52 C3 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 7.52 r 300 241.88 7.52 C4 82.9 82.9 82.9 Lw RTU8 0 0 0 0 (none) 7.52 r 267.22 229.25 7.52 C5 82.9 82.9 82.9 Lw RTU8 0 0 0 0 (none) 7.52 r 285.02 228.96 7.52 C6 82.9 82.9 82.9 Lw RTU8 0 0 0 0 (none) 7.52 r 300.6 229.4 7.52 C7 82.9 82.9 82.9 Lw RTU8 0 0 0 0 (none) 7.52 r 316.64 242.41 7.52 C8 82.9 82.9 82.9 Lw RTU8 0 0 0 0 (none) 7.52 r 317.22 229.8 7.52 C9 78.1 78.1 78.1 Lw RTU6 0 0 0 0 (none) 7.52 r 317.81 217.77 7.52 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.36 r 299.49 336.67 5.36 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.36 r 313.36 337.25 5.36 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.36 r 299.49 324.25 5.36 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.36 r 312.78 323.96 5.36 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 6.1 r 194.63 238.46 6.1 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 6.1 r 206.76 237.88 6.1 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 6.1 r 195.21 217.66 6.1 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 6.1 r 206.47 217.37 6.1 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.64 r 265.4 335.52 5.64 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.64 r 265.11 328.87 5.64 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.64 r 194.34 281.79 5.64 C 82.2 82.2 82.2 Lw RTU12 0 0 0 0 (none) 5.64 r 208.49 282.08 5.64 1 102.6 -8.2 -8.2 75.8 -35 -35 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 12 0 0 2 100.8 -8.2 -8.2 79.2 -29.8 -29.8 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 8 0 0 3 97.8 -8.2 -8.2 78.3 -27.7 -27.7 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 4 0 0 4 100.8 -8.2 -8.2 78.6 -30.4 -30.4 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 8 0 0 5 100.8 -8.2 -8.2 78.5 -30.6 -30.6 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 8 0 0 6 105 -8.2 -8.2 77.4 -35.8 -35.8 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 21 0 0 7 100.8 -8.2 -8.2 77.9 -31.1 -31.1 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 8 0 0 8 100.3 -8.2 -8.2 78.3 -30.2 -30.2 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 7 0 0 9 103.3 -8.2 -8.2 76.6 -34.9 -34.9 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 10 103.3 -8.2 -8.2 76.6 -34.9 -34.9 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 11 103.3 -8.2 -8.2 76.6 -34.9 -34.9 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 12 103.3 -8.2 -8.2 76.6 -34.9 -34.9 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 13 101.8 -8.2 -8.2 77.9 -32.1 -32.1 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 10 0 0 14 102.9 -8.2 -8.2 78.7 -32.5 -32.5 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 13 0 0 15 103.3 -8.2 -8.2 79.3 -32.1 -32.1 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 16 103.3 -8.2 -8.2 77.9 -33.5 -33.5 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 14 0 0 17 104.6 -8.2 -8.2 77.9 -34.9 -34.9 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 19 0 0 18 100.8 -8.2 -8.2 78.8 -30.3 -30.3 PWL-Pt CDS01 0 0 0 1 0 0 0 (none) 8 0 0 1 96.8 -14 -14 70 -40.8 -40.8 PWL-Pt CS 0 0 0 1 0 0 0 (none) 12 0 0 2 95.1 -14 -14 73.4 -35.6 -35.6 PWL-Pt CS 0 0 0 1 0 0 0 (none) 8 0 0 3 92 -14 -14 72.5 -33.5 -33.5 PWL-Pt CS 0 0 0 1 0 0 0 (none) 4 0 0 4 95.1 -14 -14 72.9 -36.2 -36.2 PWL-Pt CS 0 0 0 1 0 0 0 (none) 8 0 0 5 95.1 -14 -14 72.7 -36.3 -36.3 PWL-Pt CS 0 0 0 1 0 0 0 (none) 8 0 0 6 99.3 -14 -14 71.7 -41.6 -41.6 PWL-Pt CS 0 0 0 1 0 0 0 (none) 21 0 0 7 95.1 -14 -14 72.2 -36.9 -36.9 PWL-Pt CS 0 0 0 1 0 0 0 (none) 8 0 0 8 94.5 -14 -14 72.5 -35.9 -35.9 PWL-Pt CS 0 0 0 1 0 0 0 (none) 7 0 0 9 97.5 -14 -14 70.8 -40.7 -40.7 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 10 97.5 -14 -14 70.8 -40.7 -40.7 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 11 97.5 -14 -14 70.8 -40.7 -40.7 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 12 97.5 -14 -14 70.8 -40.7 -40.7 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 13 96 -14 -14 72.2 -37.8 -37.8 PWL-Pt CS 0 0 0 1 0 0 0 (none) 10 0 0 14 97.2 -14 -14 72.9 -38.2 -38.2 PWL-Pt CS 0 0 0 1 0 0 0 (none) 13 0 0 15 97.5 -14 -14 73.6 -37.9 -37.9 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 16 97.5 -14 -14 72.2 -39.3 -39.3 PWL-Pt CS 0 0 0 1 0 0 0 (none) 14 0 0 17 98.8 -14 -14 72.1 -40.7 -40.7 PWL-Pt CS 0 0 0 1 0 0 0 (none) 19 0 0 18 95.1 -14 -14 73 -36.1 -36.1 PWL-Pt CS 0 0 0 1 0 0 0 (none) 8 0 0 Folliage 0 0 0 0 0 0 Lw" 0 0 0 0 500 (none) Road Name M. ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist. (dBA) (dBA) (dBA) Day Evening Night Day Evening Night (km/h) (km/h) (dB) (%) (dB) (m) (m) 46.2 0 0 174 0 0 2 2 2 24 0 0 1 0 0 46.2 0 0 174 0 0 2 2 2 24 0 0 1 0 0 44.3 0 0 110 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 42.3 0 0 70 0 0 2 2 2 24 0 0 1 0 0 Building Name M. ID RB Residents AbsorptionHeight Begin (m) x 0 4.45 r x 0 6.6 r x 0 4.57 r x 0 4.57 r x 0 4.57 r Sound Levels Name ID Type Oktave Spectrum (dB) Source Weight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin Backup BeeBPR01 Lw 0 61 53 46 47 51 91 104 68 105.2 104.2 Car Door S CDS01 Lw 104 102 96 94 89 85 80 80 80 91.8 106.9 Car Start CS Lw 99.3 90.4 83.9 83.2 81.8 81.4 78.8 75.5 69.6 86 100.2 Loading UnLD01 Lw 101 108 100 85 92 91 87 82 74 95.2 109.5 Rooftop UnRTU6 Lw 57.7 57.7 66.6 68.7 72.9 74.5 71.1 67.6 62.6 78.1 79.1 Rooftop UnRTU8 Lw 87.3 87.3 81.6 79.7 80.6 79 73.5 69.2 66.1 82.9 91.9 Rooftop UnRTU12 Lw 61 61 67.3 75.1 77.7 78.1 75.5 71.2 66.7 82.2 83.4 Trailer Hoo THK01 Lw 109 115 112 111 111 108 104 101 97 113 119.6 Trailer Dro TDO01 Lw 109 114 112 116 115 111 107 104 103 116.5 121.5 Drive ThrouP1 Lw 81 76.5 71.1 70.3 77.7 80 82.6 68.8 40.3 85.8 87.3 Receiver Land Use Limiting Value rel. Axis Lr w/o Noise Control dL req. Lr w/ Noise Control Exceeding passive NC Name ID Day Night Station Distance Height Day Night Day Night Day Night Day Night dB(A) dB(A) m m m dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) dB(A) NM1A 0 0 52 13.98 1.5 50.1 39 50.1 39 0 0 - - - NM1B 0 0 52 18.67 1.5 41.6 33.4 41.6 33.4 0 0 - - - NM2A 0 0 53 5.64 1.5 51.1 38.7 51.1 38.7 0 0 - - - NM2B 0 0 54 16.59 1.5 42.7 37.2 42.7 37.2 0 0 - - - ST1A 0 0 16 7.92 1.5 51.1 38.4 51.1 38.4 0 0 - - - ST1B 0 0 15 13.62 1.5 43.8 36.4 43.8 36.4 0 0 - - - ST2A 0 0 51 10.13 1.5 50.9 38.7 50.9 38.7 0 0 - - - ST2B 0 0 51 17.42 1.5 44 36.6 44 36.6 0 0 - - -