APPENDIX G NOISE CALCULATIONS
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1 City of Los Angeles March 2010 APPENDIX G NOISE CALCULATIONS Project Draft Environmental Impact Report Appendices
2 831_Data.020 Location: Location 1 Start Time (hh:mm): Tuesday, 2008 July 22 10:37:49 Stop Time: Tuesday, 2008 July 22 10:52:49 Primary noise sources: Traffic on Manchester; motor pump operating on Playa del Oro site; construction haul truck horns LAeq: 66.1 db LASmax: (22 Jul :44:24) 80.0 db LApeak (max): (22 Jul :44:25) 93.7 db LASmin: (22 Jul :47:53) 48.8 db LCeq: 77.5 db LAeq: 66.1 db LCeq - LAeq: 11.3 db Ldn 64.1 db LDay: 7:00-22: db Lden 63.1 db LDay: 07:00-19: db LAE: 95.7 db LAFtm5: 70.2 db L5.00: 71.6 dba L10.00: 69.7 dba L33.30: 64.8 dba L50.00: 61.9 dba L66.60: 59.8 dba L90.00: 55.5 dba
3 831_Data.021 Location: Location 2 Start Time (hh:mm): Tuesday, 2008 July 22 10:58:29 Stop Time: Tuesday, 2008 July 22 11:13:29 Primary noise sources: Traffic on Manchester Avenue; light traffic on Rayford Drive; commercial plan taking off from LAX LAeq: 56.9 db LASmax: (22 Jul :09:55) 70.1 db LApeak (max): (22 Jul :09:55) 87.7 db LASmin: (22 Jul :58:52) 46.2 db LCeq: 71.1 db LAeq: 56.9 db LCeq - LAeq: 14.2 db Ldn 54.9 db LDay: 7:00-22: db Lden 53.9 db LDay: 07:00-19: db LAE: 86.4 db LAFtm5: 60.4 db L5.00: 61.7 dba L10.00: 60.4 dba L33.30: 56.4 dba L50.00: 54.7 dba L66.60: 52.9 dba L90.00: 48.7 dba
4 831_Data.022 Location: Location 3 Start Time (hh:mm): Tuesday, 2008 July 22 11:14:45 Stop Time: Tuesday, 2008 July 22 11:29:45 Primary noise sources: Traffic on Rayford Drive 87th Street; plans taking off from LAX; concrete truck entering/exiting project site LAeq: 62.7 db LASmax: (22 Jul :28:44) 81.8 db LApeak (max): (22 Jul :21:07) 94.3 db LASmin: (22 Jul :23:18) 49.2 db LCeq: 73.1 db LAeq: 62.7 db LCeq - LAeq: 10.4 db Ldn 60.6 db LDay: 7:00-22: db Lden 59.7 db LDay: 07:00-19: db LAE: 92.2 db LAFtm5: 69.1 db L5.00: 67.5 dba L10.00: 65.7 dba L33.30: 61.2 dba L50.00: 59.0 dba L66.60: 56.3 dba L90.00: 52.6 dba
5 831_Data.023 Location: Location 4 Start Time (hh:mm): Tuesday, 2008 July 22 11:30:43 Stop Time: Tuesday, 2008 July 22 11:45:43 Primary noise sources: Vehicles driving into project site; auto repair shop on project site; wind blowing on leaves; planes taking off from LAX; traffic on Rayford Dr. LAeq: 56.7 db LASmax: (22 Jul :39:50) 73.6 db LApeak (max): (22 Jul :39:50) 86.2 db LASmin: (22 Jul :45:41) 46.7 db LCeq: 70.6 db LAeq: 56.7 db LCeq - LAeq: 13.9 db Ldn 54.7 db LDay: 7:00-22: db Lden 53.7 db LDay: 07:00-19: db LAE: 86.3 db LAFtm5: 60.4 db L5.00: 62.0 dba L10.00: 59.0 dba L33.30: 53.7 dba L50.00: 51.9 dba L66.60: 50.1 dba L90.00: 48.1 dba
6 831_Data.024 Location: Location 5 Start Time (hh:mm): Tuesday, 2008 July 22 11:47:28 Stop Time: Tuesday, 2008 July 22 12:02:28 Primary noise sources: planes taking off from LAX; traffic on 87th Street Rayford Drive LAeq: 59.9 db LASmax: (22 Jul :02:06) 73.2 db LApeak (max): (22 Jul :02:02) 88.9 db LASmin: (22 Jul :53:19) 45.0 db LCeq: 70.2 db LAeq: 59.9 db LCeq - LAeq: 10.3 db Ldn 57.9 db LDay: 7:00-22: db Lden 56.9 db LDay: 07:00-19: db LAE: 89.5 db LAFtm5: 64.2 db L5.00: 66.5 dba L10.00: 64.7 dba L33.30: 57.1 dba L50.00: 53.1 dba L66.60: 50.4 dba L90.00: 47.9 dba
7 831_Data.025 Location: Location 6 Start Time (hh:mm): Tuesday, 2008 July 22 12:11:52 Stop Time: Tuesday, 2008 July 22 12:26:52 Primary noise sources: construction activity on Playa del Oro site (drilliong, periodic hammering and sawing); traffic inside vehicle circulation area for hotel (valet pulling up cars); traffic on Lincoln; people talking outside of hotel LAeq: 63.6 db LASmax: (22 Jul :13:36) 70.2 db LApeak (max): (22 Jul :21:59) 94.9 db LASmin: (22 Jul :24:22) 54.2 db LCeq: 76.2 db LAeq: 63.6 db LCeq - LAeq: 12.6 db Ldn 61.5 db LDay: 7:00-22: db Lden 60.6 db LDay: 07:00-19: db LAE: 93.1 db LAFtm5: 67.9 db L5.00: 67.1 dba L10.00: 66.4 dba L33.30: 64.8 dba L50.00: 62.9 dba L66.60: 60.3 dba L90.00: 57.0 dba
8 OFF-SITE TRAFFIC NOISE LEVELS Project Name: Background Information Model Description: FHWA Highway Noise Prediction Model (FHWA-RD ) with California Vehicle Noise (CALVENO) Emission Levels. Analysis Scenario(s): Existing (2008), Future (2012) Without Project, and Future (2012) With Project Traffic Conditions Source of Traffic Volumes: Crain & Associates, September 2008 Community Noise Descriptor: L dn : CNEL: X Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70% 12.70% 9.60% Medium-Duty Trucks 87.43% 5.05% 7.52% Heavy-Duty Trucks 89.10% 2.84% 8.06% Traffic Noise Levels Analysis Condition Peak Design Dist. from Barrier Vehicle Mix Peak Hour 24-Hour Roadway Name Median Hour ADT Speed Center to Alpha Attn. Medium Heavy db(a) db(a) Roadway Segment Land Use Lanes Width Volume Volume (mph) Receptor 1 Factor db(a) Trucks Trucks L eq CNEL Existing (2008) Traffic Conditions Manchester Avenue B/t Stanmoor Dr. & Rayford Dr. Residential & Commercial , % 0.7% B/t Rayford Dr. & Lincoln Blvd. Residential , % 0.7% B/t Lincoln Blvd. & Loyola Blvd. Commercial , % 0.7% B/t Loyola Blvd. & Georgetown Ave. Residential & Park , % 0.7% Rayford Drive B/t 83rd St. & 85th St. Residential , % 0.7% B/t 85th St. & Manchester Ave. Residential , % 0.7% Lincoln Boulevard North of 83rd St. Residential , % 0.7% B/t 83rd St. & Manchester Ave. Commercial , % 0.7% B/t Manchester Ave. & Loyola Blvd. Residential & Commercial , % 0.7% Loyola Boulevard B/t 85th St. & Manchester Ave. Residential , % 0.7% rd Street B/t Lincoln Blvd. & Colegio Dr. Residential , % 0.7% B/t Colegio Dr. & Rayford Dr. Residential , % 0.7% B/t Rayford Dr. & Stanmoor Dr. Residential , % 0.7% Future (2012) Without Project Traffic Conditions Manchester Avenue B/t Stanmoor Dr. & Rayford Dr. Residential & Commercial , % 0.7% B/t Rayford Dr. & Lincoln Blvd. Residential , % 0.7% B/t Lincoln Blvd. & Loyola Blvd. Commercial , % 0.7% B/t Loyola Blvd. & Georgetown Ave. Residential & Park , % 0.7% Rayford Drive B/t 83rd St. & 85th St. Residential , % 0.7% B/t 85th St. & Manchester Ave. Residential , % 0.7% Lincoln Boulevard North of 83rd St. Residential , % 0.7% B/t 83rd St. & Manchester Ave. Commercial , % 0.7% B/t Manchester Ave. & Loyola Blvd. Residential & Commercial , % 0.7% Loyola Boulevard B/t 85th St. & Manchester Ave. Residential , % 0.7% rd Street B/t Lincoln Blvd. & Colegio Dr. Residential , % 0.7% B/t Colegio Dr. & Rayford Dr. Residential , % 0.7% B/t Rayford Dr. & Stanmoor Dr. Residential , % 0.7% Future (2012) With Project Traffic Conditions Manchester Avenue B/t Stanmoor Dr. & Rayford Dr. Residential & Commercial , % 0.7% B/t Rayford Dr. & Lincoln Blvd. Residential , % 0.7% B/t Lincoln Blvd. & Loyola Blvd. Commercial , % 0.7% B/t Loyola Blvd. & Georgetown Ave. Residential & Park , % 0.7% Rayford Drive B/t 83rd St. & 85th St. Residential , % 0.7% B/t 85th St. & Manchester Ave. Residential , % 0.7% Lincoln Boulevard North of 83rd St. Residential , % 0.7% B/t 83rd St. & Manchester Ave. Commercial , % 0.7% B/t Manchester Ave. & Loyola Blvd. Residential & Commercial , % 0.7% Loyola Boulevard B/t 85th St. & Manchester Ave. Residential , % 0.7% rd Street B/t Lincoln Blvd. & Colegio Dr. Residential , % 0.7% B/t Colegio Dr. & Rayford Dr. Residential , % 0.7% B/t Rayford Dr. & Stanmoor Dr. Residential , % 0.7% Distance is from the centerline of the roadway segment to the receptor location. Off-Site Noise Levels Christopher A. Joseph Associates 3/5/2010
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