City of Anaheim—The Mill Residential Townhome Project (DEV2023-00042) Initial Study/Mitigated Negative Declaration
FirstCarbon Solutions
Appendix G:
Noise Supporting Information
THIS PAGE INTENTIONALLY LEFT BLANK
Noise Measurement Site 1 - looking north
Noise Measurement Site 1 - looking northeast
Noise Measurement Site 1 - looking east
Noise Measurement Site 1 - looking southeast
Noise Measurement Site 1 - looking south
Noise Measurement Site 1 - looking southwest
Noise Measurement Site 1 - looking west
Noise Measurement Site 1 - looking northwest
Noise Measurement Site 2 - looking north
Noise Measurement Site 2 - looking northeast
Noise Measurement Site 2 - looking east
Noise Measurement Site 2 - looking southeast
Noise Measurement Site 2 - looking south
Noise Measurement Site 2 - looking southwest
Noise Measurement Site 2 - looking west
Noise Measurement Site 2 - looking northwest
Noise Measurement Site 3 - looking northeast
Noise Measurement Site 3 - looking east
Noise Measurement Site 3 - looking southeast
Noise Measurement Site 3 - looking south
Noise Measurement Site 3 - looking southwest
Noise Measurement Site 3 - looking west
Noise Measurement Site 3 - looking northwest
Leq Daytime = 63.6 Leq Daytime = 66.0 Leq Daytime = 66.3 Freq Weighting=A Leq Nighttime = 62.0 Freq Weighting=A Leq Nighttime = 64.9 Freq Weighting=A Leq Nighttime = 62.2 86402 CNEL(24hr)= 69.3 86402 CNEL(24hr)= 71.6 86401 CNEL(24hr)= 69.7 Leq = 63.1 Ldn(24hr)= 69.3 Leq = 65.6 Ldn(24hr)= 71.5 Leq = 65.2 Ldn(24hr)= 69.5 Min = 46.2 Min Leq hr at 1:13 AM 50.3 Min = 44.7 Min Leq hr at 2:24 AM 51.2 Min = 43.8 Min Leq hr at 2:20 AM 51.5 Max = 96.9 Max Leq hr at 6:22 AM 69.4 Max = 100.1 Max Leq hr at 6:16 AM 73.7 Max = 98.6 Max Leq hr at 1:47 PM 70.5 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL
61.4 9:48:04 61.4 61.4 72.2 9:53:01 72.2 72.2 54.0 10:01:00 54.0 54.0
61.2 9:48:05 61.2 61.2 70.8 9:53:02 70.8 70.8 55.0 10:01:01 55.0 55.0
61.3 9:48:06 61.3 61.3 68.9 9:53:03 68.9 68.9 55.4 10:01:02 55.4 55.4
62.1 9:48:07 62.1 62.1 67.7 9:53:04 67.7 67.7 57.1 10:01:03 57.1 57.1
65.5 9:48:08 65.5 65.5 67.5 9:53:05 67.5 67.5 59.2 10:01:04 59.2 59.2
64.9 9:48:09 64.9 64.9 66.0 9:53:06 66.0 66.0 63.0 10:01:05 63.0 63.0
61.7 9:48:10 61.7 61.7 68.5 9:53:07 68.5 68.5 62.4 10:01:06 62.4 62.4
59.4 9:48:11 59.4 59.4 71.5 9:53:08 71.5 71.5 66.5 10:01:07 66.5 66.5
58.3 9:48:12 58.3 58.3 68.6 9:53:09 68.6 68.6 77.2 10:01:08 77.2 77.2
67.1 9:48:13 67.1 67.1 66.1 9:53:10 66.1 66.1 74.8 10:01:09 74.8 74.8
70.4 9:48:14 70.4 70.4 64.3 9:53:11 64.3 64.3 71.6 10:01:10 71.6 71.6
69.0 9:48:15 69.0 69.0 65.7 9:53:12 65.7 65.7 67.5 10:01:11 67.5 67.5
65.6 9:48:16 65.6 65.6 66.8 9:53:13 66.8 66.8 63.6 10:01:12 63.6 63.6
62.7 9:48:17 62.7 62.7 64.9 9:53:14 64.9 64.9 60.5 10:01:13 60.5 60.5
61.0 9:48:18 61.0 61.0 64.0 9:53:15 64.0 64.0 58.7 10:01:14 58.7 58.7
59.6 9:48:19 59.6 59.6 68.0 9:53:16 68.0 68.0 57.3 10:01:15 57.3 57.3
58.9 9:48:20 58.9 58.9 67.1 9:53:17 67.1 67.1 56.4 10:01:16 56.4 56.4
62.6 9:48:21 62.6 62.6 67.7 9:53:18 67.7 67.7 57.0 10:01:17 57.0 57.0
68.9 9:48:22 68.9 68.9 70.6 9:53:19 70.6 70.6 58.0 10:01:18 58.0 58.0
70.1 9:48:23 70.1 70.1 72.7 9:53:20 72.7 72.7 57.3 10:01:19 57.3 57.3
66.6 9:48:24 66.6 66.6 72.0 9:53:21 72.0 72.0 57.0 10:01:20 57.0 57.0
63.3 9:48:25 63.3 63.3 70.3 9:53:22 70.3 70.3 56.1 10:01:21 56.1 56.1
61.3 9:48:26 61.3 61.3 68.9 9:53:23 68.9 68.9 56.5 10:01:22 56.5 56.5
64.0 9:48:27 64.0 64.0 67.3 9:53:24 67.3 67.3 59.9 10:01:23 59.9 59.9
63.7 9:48:28 63.7 63.7 66.1 9:53:25 66.1 66.1 61.5 10:01:24 61.5 61.5
64.5 9:48:29 64.5 64.5 65.8 9:53:26 65.8 65.8 62.0 10:01:25 62.0 62.0
63.5 9:48:30 63.5 63.5 65.0 9:53:27 65.0 65.0 62.7 10:01:26 62.7 62.7
66.4 9:48:31 66.4 66.4 64.4 9:53:28 64.4 64.4 64.0 10:01:27 64.0 64.0
65.7 9:48:32 65.7 65.7 63.5 9:53:29 63.5 63.5 64.8 10:01:28 64.8 64.8
63.8 9:48:33 63.8 63.8 64.3 9:53:30 64.3 64.3 63.4 10:01:29 63.4 63.4
65.0 9:48:34 65.0 65.0 63.1 9:53:31 63.1 63.1 62.1 10:01:30 62.1 62.1
64.1 9:48:35 64.1 64.1 62.2 9:53:32 62.2 62.2 61.2 10:01:31 61.2 61.2
62.5 9:48:36 62.5 62.5 61.5 9:53:33 61.5 61.5 62.5 10:01:32 62.5 62.5
69.5 9:48:37 69.5 69.5 61.2 9:53:34 61.2 61.2 63.7 10:01:33 63.7 63.7
67.6 9:48:38 67.6 67.6 61.3 9:53:35 61.3 61.3 61.6 10:01:34 61.6 61.6
67.1 9:48:39 67.1 67.1 62.3 9:53:36 62.3 62.3 62.4 10:01:35 62.4 62.4
68.3 9:48:40 68.3 68.3 62.1 9:53:37 62.1 62.1 59.9 10:01:36 59.9 59.9
64.8 9:48:41 64.8 64.8 62.4 9:53:38 62.4 62.4 58.1 10:01:37 58.1 58.1
62.3 9:48:42 62.3 62.3 62.3 9:53:39 62.3 62.3 57.1 10:01:38 57.1 57.1
61.6 9:48:43 61.6 61.6 61.5 9:53:40 61.5 61.5 56.8 10:01:39 56.8 56.8
61.6 9:48:44 61.6 61.6 61.2 9:53:41 61.2 61.2 57.8 10:01:40 57.8 57.8
61.1 9:48:45 61.1 61.1 61.4 9:53:42 61.4 61.4 59.5 10:01:41 59.5 59.5
60.2 9:48:46 60.2 60.2 61.3 9:53:43 61.3 61.3 59.2 10:01:42 59.2 59.2
59.5 9:48:47 59.5 59.5 61.2 9:53:44 61.2 61.2 71.8 10:01:43 71.8 71.8
58.8 9:48:48 58.8 58.8 62.1 9:53:45 62.1 62.1 68.1 10:01:44 68.1 68.1
59.1 9:48:49 59.1 59.1 62.1 9:53:46 62.1 62.1 65.0 10:01:45 65.0 65.0
65.7 9:48:50 65.7 65.7 62.0 9:53:47 62.0 62.0 63.6 10:01:46 63.6 63.6
65.5 9:48:51 65.5 65.5 62.6 9:53:48 62.6 62.6 65.0 10:01:47 65.0 65.0
62.4 9:48:52 62.4 62.4 64.3 9:53:49 64.3 64.3 62.6 10:01:48 62.6 62.6
60.4 9:48:53 60.4 60.4 64.4 9:53:50 64.4 64.4 60.4 10:01:49 60.4 60.4
72.6 9:48:54 72.6 72.6 64.7 9:53:51 64.7 64.7 58.3 10:01:50 58.3 58.3
73.2 9:48:55 73.2 73.2 64.0 9:53:52 64.0 64.0 57.2 10:01:51 57.2 57.2
69.6 9:48:56 69.6 69.6 63.1 9:53:53 63.1 63.1 56.8 10:01:52 56.8 56.8
66.3 9:48:57 66.3 66.3 62.4 9:53:54 62.4 62.4 57.1 10:01:53 57.1 57.1
63.4 9:48:58 63.4 63.4 62.0 9:53:55 62.0 62.0 60.0 10:01:54 60.0 60.0
61.3 9:48:59 61.3 61.3 63.4 9:53:56 63.4 63.4 58.5 10:01:55 58.5 58.5
60.1 9:49:00 60.1 60.1 63.4 9:53:57 63.4 63.4 57.7 10:01:56 57.7 57.7
64.8 9:49:01 64.8 64.8 69.7 9:53:58 69.7 69.7 58.4 10:01:57 58.4 58.4
68.0 9:49:02 68.0 68.0 70.5 9:53:59 70.5 70.5 58.0 10:01:58 58.0 58.0
65.0 9:49:03 65.0 65.0 67.2 9:54:00 67.2 67.2 62.0 10:01:59 62.0 62.0
62.6 9:49:04 62.6 62.6 65.0 9:54:01 65.0 65.0 65.7 10:02:00 65.7 65.7
62.9 9:49:05 62.9 62.9 63.4 9:54:02 63.4 63.4 64.3 10:02:01 64.3 64.3
62.7 9:49:06 62.7 62.7 62.5 9:54:03 62.5 62.5 64.7 10:02:02 64.7 64.7
63.0 9:49:07 63.0 63.0 62.3 9:54:04 62.3 62.3 64.7 10:02:03 64.7 64.7
60.8 9:49:08 60.8 60.8 62.4 9:54:05 62.4 62.4 64.5 10:02:04 64.5 64.5
66.6 9:49:09 66.6 66.6 65.7 9:54:06 65.7 65.7 65.1 10:02:05 65.1 65.1
65.7 9:49:10 65.7 65.7 64.8 9:54:07 64.8 64.8 66.7 10:02:06 66.7 66.7
63.5 9:49:11 63.5 63.5 63.4 9:54:08 63.4 63.4 68.5 10:02:07 68.5 68.5
70.5 9:49:12 70.5 70.5 63.4 9:54:09 63.4 63.4 69.3 10:02:08 69.3 69.3
71.3 9:49:13 71.3 71.3 66.6 9:54:10 66.6 66.6 69.2 10:02:09 69.2 69.2
76.7 9:49:14 76.7 76.7 66.9 9:54:11 66.9 66.9 68.2 10:02:10 68.2 68.2
78.1 9:49:15 78.1 78.1 65.4 9:54:12 65.4 65.4 67.5 10:02:11 67.5 67.5
78.0 9:49:16 78.0 78.0 65.0 9:54:13 65.0 65.0 67.2 10:02:12 67.2 67.2
74.2 9:49:17 74.2 74.2 65.7 9:54:14 65.7 65.7 66.7 10:02:13 66.7 66.7
72.6 9:49:18 72.6 72.6 67.2 9:54:15 67.2 67.2 66.6 10:02:14 66.6 66.6
69.1 9:49:19 69.1 69.1 67.0 9:54:16 67.0 67.0 68.8 10:02:15 68.8 68.8
66.5 9:49:20 66.5 66.5 73.9 9:54:17 73.9 73.9 71.1 10:02:16 71.1 71.1
64.8 9:49:21 64.8 64.8 71.9 9:54:18 71.9 71.9 68.3 10:02:17 68.3 68.3
68.9 9:49:22 68.9 68.9 68.7 9:54:19 68.7 68.7 66.5 10:02:18 66.5 66.5
69.7 9:49:23 69.7 69.7 66.1 9:54:20 66.1 66.1 66.0 10:02:19 66.0 66.0
69.8 9:49:24 69.8 69.8 65.4 9:54:21 65.4 65.4 65.2 10:02:20 65.2 65.2
72.0 9:49:25 72.0 72.0 64.4 9:54:22 64.4 64.4 63.9 10:02:21 63.9 63.9
73.2 9:49:26 73.2 73.2 62.8 9:54:23 62.8 62.8 62.5 10:02:22 62.5 62.5
72.5 9:49:27 72.5 72.5 62.1 9:54:24 62.1 62.1 62.1 10:02:23 62.1 62.1
72.4 9:49:28 72.4 72.4 64.8 9:54:25 64.8 64.8 60.6 10:02:24 60.6 60.6
72.0 9:49:29 72.0 72.0 64.4 9:54:26 64.4 64.4 59.2 10:02:25 59.2 59.2
69.8 9:49:30 69.8 69.8 64.0 9:54:27 64.0 64.0 59.1 10:02:26 59.1 59.1
67.8 9:49:31 67.8 67.8 62.5 9:54:28 62.5 62.5 59.4 10:02:27 59.4 59.4
79.6 9:49:32 79.6 79.6 70.0 9:54:29 70.0 70.0 59.8 10:02:28 59.8 59.8
82.5 9:49:33 82.5 82.5 73.1 9:54:30 73.1 73.1 58.0 10:02:29 58.0 58.0
78.4 9:49:34 78.4 78.4 69.6 9:54:31 69.6 69.6 56.6 10:02:30 56.6 56.6
75.4 9:49:35 75.4 75.4 66.6 9:54:32 66.6 66.6 55.3 10:02:31 55.3 55.3
73.3 9:49:36 73.3 73.3 64.3 9:54:33 64.3 64.3 54.7 10:02:32 54.7 54.7
69.5 9:49:37 69.5 69.5 63.3 9:54:34 63.3 63.3 54.5 10:02:33 54.5 54.5
66.5 9:49:38 66.5 66.5 62.5 9:54:35 62.5 62.5 54.3 10:02:34 54.3 54.3
64.4 9:49:39 64.4 64.4 62.1 9:54:36 62.1 62.1 54.1 10:02:35 54.1 54.1
62.5 9:49:40 62.5 62.5 61.7 9:54:37 61.7 61.7 54.3 10:02:36 54.3 54.3
60.5 9:49:41 60.5 60.5 61.2 9:54:38 61.2 61.2 55.1 10:02:37 55.1 55.1
59.0 9:49:42 59.0 59.0 61.0 9:54:39 61.0 61.0 56.0 10:02:38 56.0 56.0
58.0 9:49:43 58.0 58.0 60.8 9:54:40 60.8 60.8 56.8 10:02:39 56.8 56.8
57.6 9:49:44 57.6 57.6 60.7 9:54:41 60.7 60.7 57.3 10:02:40 57.3 57.3
57.1 9:49:45 57.1 57.1 60.7 9:54:42 60.7 60.7 57.3 10:02:41 57.3 57.3
57.1 9:49:46 57.1 57.1 60.7 9:54:43 60.7 60.7 57.3 10:02:42 57.3 57.3
57.0 9:49:47 57.0 57.0 60.8 9:54:44 60.8 60.8 57.6 10:02:43 57.6 57.6
56.9 9:49:48 56.9 56.9 61.0 9:54:45 61.0 61.0 58.7 10:02:44 58.7 58.7
56.8 9:49:49 56.8 56.8 62.2 9:54:46 62.2 62.2 60.3 10:02:45 60.3 60.3
56.8 9:49:50 56.8 56.8 62.0 9:54:47 62.0 62.0 62.0 10:02:46 62.0 62.0
57.1 9:49:51 57.1 57.1 61.9 9:54:48 61.9 61.9 63.3 10:02:47 63.3 63.3
57.2 9:49:52 57.2 57.2 61.4 9:54:49 61.4 61.4 63.2 10:02:48 63.2 63.2
58.4 9:49:53 58.4 58.4 61.1 9:54:50 61.1 61.1 61.5 10:02:49 61.5 61.5
59.5 9:49:54 59.5 59.5 61.1 9:54:51 61.1 61.1 59.6 10:02:50 59.6 59.6
60.3 9:49:55 60.3 60.3 60.9 9:54:52 60.9 60.9 58.9 10:02:51 58.9 58.9
61.0 9:49:56 61.0 61.0 61.0 9:54:53 61.0 61.0 59.6 10:02:52 59.6 59.6
60.6 9:49:57 60.6 60.6 63.1 9:54:54 63.1 63.1 59.9 10:02:53 59.9 59.9
59.9 9:49:58 59.9 59.9 64.0 9:54:55 64.0 64.0 59.8 10:02:54 59.8 59.8
59.2 9:49:59 59.2 59.2 69.2 9:54:56 69.2 69.2 59.0 10:02:55 59.0 59.0
60.6 9:50:00 60.6 60.6 69.1 9:54:57 69.1 69.1 58.3 10:02:56 58.3 58.3
58.8 9:50:01 58.8 58.8 68.3 9:54:58 68.3 68.3 58.6 10:02:57 58.6 58.6
57.8 9:50:02 57.8 57.8 65.9 9:54:59 65.9 65.9 59.9 10:02:58 59.9 59.9
57.6 9:50:03 57.6 57.6 65.5 9:55:00 65.5 65.5 61.0 10:02:59 61.0 61.0
57.8 9:50:04 57.8 57.8 74.9 9:55:01 74.9 74.9 61.1 10:03:00 61.1 61.1
57.9 9:50:05 57.9 57.9 72.4 9:55:02 72.4 72.4 60.3 10:03:01 60.3 60.3
58.4 9:50:06 58.4 58.4 68.8 9:55:03 68.8 68.8 60.1 10:03:02 60.1 60.1
58.6 9:50:07 58.6 58.6 66.0 9:55:04 66.0 66.0 60.1 10:03:03 60.1 60.1
58.7 9:50:08 58.7 58.7 64.1 9:55:05 64.1 64.1 59.1 10:03:04 59.1 59.1
58.5 9:50:09 58.5 58.5 62.9 9:55:06 62.9 62.9 58.9 10:03:05 58.9 58.9
58.5 9:50:10 58.5 58.5 62.2 9:55:07 62.2 62.2 60.8 10:03:06 60.8 60.8
59.1 9:50:11 59.1 59.1 61.8 9:55:08 61.8 61.8 62.0 10:03:07 62.0 62.0
59.5 9:50:12 59.5 59.5 61.6 9:55:09 61.6 61.6 62.9 10:03:08 62.9 62.9
59.8 9:50:13 59.8 59.8 62.3 9:55:10 62.3 62.3 61.2 10:03:09 61.2 61.2
60.9 9:50:14 60.9 60.9 65.1 9:55:11 65.1 65.1 59.3 10:03:10 59.3 59.3
61.6 9:50:15 61.6 61.6 63.8 9:55:12 63.8 63.8 58.9 10:03:11 58.9 58.9
62.6 9:50:16 62.6 62.6 62.5 9:55:13 62.5 62.5 59.8 10:03:12 59.8 59.8
62.9 9:50:17 62.9 62.9 62.4 9:55:14 62.4 62.4 60.9 10:03:13 60.9 60.9
61.6 9:50:18 61.6 61.6 64.8 9:55:15 64.8 64.8 62.4 10:03:14 62.4 62.4
61.1 9:50:19 61.1 61.1 65.8 9:55:16 65.8 65.8 63.0 10:03:15 63.0 63.0
61.2 9:50:20 61.2 61.2 65.5 9:55:17 65.5 65.5 61.3 10:03:16 61.3 61.3
61.0 9:50:21 61.0 61.0 66.6 9:55:18 66.6 66.6 60.5 10:03:17 60.5 60.5
60.6 9:50:22 60.6 60.6 66.2 9:55:19 66.2 66.2 61.9 10:03:18 61.9 61.9
60.8 9:50:23 60.8 60.8 65.1 9:55:20 65.1 65.1 63.6 10:03:19 63.6 63.6
61.4 9:50:24 61.4 61.4 64.5 9:55:21 64.5 64.5 63.8 10:03:20 63.8 63.8
62.0 9:50:25 62.0 62.0 64.0 9:55:22 64.0 64.0 61.2 10:03:21 61.2 61.2
61.5 9:50:26 61.5 61.5 63.3 9:55:23 63.3 63.3 58.6 10:03:22 58.6 58.6
61.6 9:50:27 61.6 61.6 62.5 9:55:24 62.5 62.5 57.0 10:03:23 57.0 57.0
61.2 9:50:28 61.2 61.2 62.3 9:55:25 62.3 62.3 56.8 10:03:24 56.8 56.8
60.4 9:50:29 60.4 60.4 62.4 9:55:26 62.4 62.4 57.5 10:03:25 57.5 57.5
59.7 9:50:30 59.7 59.7 62.3 9:55:27 62.3 62.3 59.4 10:03:26 59.4 59.4
59.0 9:50:31 59.0 59.0 62.2 9:55:28 62.2 62.2 60.9 10:03:27 60.9 60.9
58.5 9:50:32 58.5 58.5 62.3 9:55:29 62.3 62.3 62.4 10:03:28 62.4 62.4
57.9 9:50:33 57.9 57.9 63.3 9:55:30 63.3 63.3 64.2 10:03:29 64.2 64.2
57.7 9:50:34 57.7 57.7 65.3 9:55:31 65.3 65.3 64.3 10:03:30 64.3 64.3
57.4 9:50:35 57.4 57.4 64.1 9:55:32 64.1 64.1 63.0 10:03:31 63.0 63.0
57.5 9:50:36 57.5 57.5 63.2 9:55:33 63.2 63.2 61.8 10:03:32 61.8 61.8
57.4 9:50:37 57.4 57.4 62.7 9:55:34 62.7 62.7 60.6 10:03:33 60.6 60.6
57.6 9:50:38 57.6 57.6 63.4 9:55:35 63.4 63.4 59.3 10:03:34 59.3 59.3
58.9 9:50:39 58.9 58.9 64.9 9:55:36 64.9 64.9 58.9 10:03:35 58.9 58.9
60.1 9:50:40 60.1 60.1 66.1 9:55:37 66.1 66.1 58.7 10:03:36 58.7 58.7
60.6 9:50:41 60.6 60.6 66.3 9:55:38 66.3 66.3 58.0 10:03:37 58.0 58.0
60.3 9:50:42 60.3 60.3 67.1 9:55:39 67.1 67.1 57.2 10:03:38 57.2 57.2
59.9 9:50:43 59.9 59.9 66.7 9:55:40 66.7 66.7 56.6 10:03:39 56.6 56.6
60.0 9:50:44 60.0 60.0 65.9 9:55:41 65.9 65.9 56.6 10:03:40 56.6 56.6
59.6 9:50:45 59.6 59.6 64.6 9:55:42 64.6 64.6 57.0 10:03:41 57.0 57.0
60.2 9:50:46 60.2 60.2 64.1 9:55:43 64.1 64.1 57.4 10:03:42 57.4 57.4
60.3 9:50:47 60.3 60.3 64.4 9:55:44 64.4 64.4 57.5 10:03:43 57.5 57.5 Site 1 - Near Southwest Corner of Project Site
Site 1 - Near Southwest Corner of Project Site
Site 3 - Near Southeast Corner of Project Site
Site 3 - Near Southeast Corner of Project Site
March 18, 2024 March 18, 2024 March 18, 2024
Record Num =Record Num = Record Num =
Sampling Time = 1 sec Sampling Time = 1 sec Sampling Time = 1 sec 10:01:00 AM9:53:01 AM9:48:04 AM
Site 2 - Near Middle of Project Site (South Side)
Site 2 - Near Middle of Project Site (South Side)
48.0 49.0
50.0 51.0
52.0 53.0
54.0 55.0
56.0 57.0
58.0 59.0
60.0 61.0
62.0 63.0
64.0 65.0
66.0 67.0
68.0 69.0
70.0 71.0
72.0 73.0
74.0 75.0
76.0 77.0
78.0 10:31 AM
11:01 AM
11:31 AM
12:01 PM
12:31 PM
1:01 PM
1:31 PM
2:01 PM
2:31 PM
3:01 PM
3:31 PM
4:01 PM
4:31 PM
5:01 PM
5:31 PM
6:01 PM
6:31 PM
7:01 PM
7:31 PM
8:01 PM
8:31 PM
9:01 PM
9:31 PM
10:01 PM
10:31 PM
11:01 PM
11:31 PM
12:01 AM
12:31 AM
1:01 AM
1:31 AM
2:01 AM
2:31 AM
3:01 AM
3:31 AM
4:01 AM
4:31 AM
5:01 AM
5:31 AM
6:01 AM
6:31 AM
7:01 AM
7:31 AM
8:01 AM
8:31 AM
9:01 AM
Noise Level (dBA) Leq Averaged over 1 hour Intervals
Time
Site 1
Site 2
Site 3
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Demolition
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62.0
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Saw No 20 89.6 435 0
Dozer No 40 81.7 435 0
Tractor No 40 84 435 0
Front End Loader No 40 79.1 435 0
Backhoe No 40 77.6 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Saw 70.8 63.8 N/A N/A N/A N/A
Dozer 62.9 58.9 N/A N/A N/A N/A
Tractor 65.2 61.2 N/A N/A N/A N/A
Front End Loader 60.3 56.3 N/A N/A N/A N/A
Backhoe 58.8 54.8 N/A N/A N/A N/A
Total 71 67 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Demolition
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Saw No 20 89.6 91 0
Dozer No 40 81.7 91 0
Tractor No 40 84 91 0
Front End Loader No 40 79.1 91 0
Backhoe No 40 77.6 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Saw 84.4 77.4 N/A N/A N/A N/A
Dozer 76.5 72.5 N/A N/A N/A N/A
Tractor 78.8 74.8 N/A N/A N/A N/A
Front End Loader 73.9 70 N/A N/A N/A N/A
Backhoe 72.4 68.4 N/A N/A N/A N/A
Total 84 81 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Demolition
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Saw No 20 89.6 440 0
Dozer No 40 81.7 440 0
Tractor No 40 84 440 0
Front End Loader No 40 79.1 440 0
Backhoe No 40 77.6 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Saw 70.7 63.7 N/A N/A N/A N/A
Dozer 62.8 58.8 N/A N/A N/A N/A
Tractor 65.1 61.1 N/A N/A N/A N/A
Front End Loader 60.2 56.2 N/A N/A N/A N/A
Backhoe 58.7 54.7 N/A N/A N/A N/A
Total 71 67 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Site Preparation
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 435 0
Scraper No 40 83.6 435 0
Tractor No 40 84 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 66.2 62.2 N/A N/A N/A N/A
Scraper 64.8 60.8 N/A N/A N/A N/A
Tractor 65.2 61.2 N/A N/A N/A N/A
Total 66 66 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 91 0
Scraper No 40 83.6 91 0
Tractor No 40 84 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 79.8 76 N/A N/A N/A N/A
Scraper 78.4 74 N/A N/A N/A N/A
Tractor 78.8 75 N/A N/A N/A N/A
Total 80 80 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Site Preparation
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40.0 85 440 0
Scraper No 40.0 83.6 440 0
Tractor No 40.0 84 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 66.1 62.1 N/A N/A N/A N/A
Scraper 64.7 60.7 N/A N/A N/A N/A
Tractor 65.1 61.1 N/A N/A N/A N/A
Total 66 66 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Grading
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 435 0
Dozer No 40 81.7 435 0
Tractor No 40 84 435 0
Front End Loader No 40 79.1 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 66.2 62.2 N/A N/A N/A N/A
Dozer 62.9 58.9 N/A N/A N/A N/A
Tractor 65.2 61.2 N/A N/A N/A N/A
Front End Loader 60.3 56.3 N/A N/A N/A N/A
Total 66 66 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Grading
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 91 0
Dozer No 40 81.7 91 0
Tractor No 40 84 91 0
Front End Loader No 40 79.1 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 79.8 76 N/A N/A N/A N/A
Dozer 76.5 73 N/A N/A N/A N/A
Tractor 78.8 75 N/A N/A N/A N/A
Front End Loader 73.9 70 N/A N/A N/A N/A
Total 80 80 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 440 0
Dozer No 40 81.7 440 0
Tractor No 40 84 440 0
Front End Loader No 40 79.1 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Grader 66.1 62.1 N/A N/A N/A N/A
Dozer 62.8 58.8 N/A N/A N/A N/A
Tractor 65.1 61.1 N/A N/A N/A N/A
Front End Loader 60.2 56.2 N/A N/A N/A N/A
Total 66 66 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Building Construction ---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62.0
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 435 0
Gradall No 40 83.4 435 0
Gradall No 40 83.4 435 0
Generator No 50 80.6 435 0
Tractor No 40 84 435 0
Welder / Torch No 40 74 435 0
Welder / Torch No 40 74 435 0
Welder / Torch No 40 74 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 61.8 53.8 N/A N/A N/A N/A
Gradall 64.6 60.6 N/A N/A N/A N/A
Gradall 64.6 60.6 N/A N/A N/A N/A
Generator 61.8 58.8 N/A N/A N/A N/A
Tractor 65.2 61.2 N/A N/A N/A N/A
Welder / Torch 55.2 51.2 N/A N/A N/A N/A
Welder / Torch 55.2 51.2 N/A N/A N/A N/A
Welder / Torch 55.2 51.2 N/A N/A N/A N/A
Total 65 67 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Building Construction ---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 91 0
Gradall No 40 83.4 91 0
Gradall No 40 83.4 91 0
Generator No 50 80.6 91 0
Tractor No 40 84 91 0
Welder / Torch No 40 74 91 0
Welder / Torch No 40 74 91 0
Welder / Torch No 40 74 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 75.3 67.4 N/A N/A N/A N/A
Gradall 78.2 74.2 N/A N/A N/A N/A
Gradall 78.2 74.2 N/A N/A N/A N/A
Generator 75.4 72.4 N/A N/A N/A N/A
Tractor 78.8 74.8 N/A N/A N/A N/A
Welder / Torch 68.8 64.8 N/A N/A N/A N/A
Welder / Torch 68.8 64.8 N/A N/A N/A N/A
Welder / Torch 68.8 64.8 N/A N/A N/A N/A
Total 79 81 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Building Construction ---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 440 0
Gradall No 40 83.4 440 0
Gradall No 40 83.4 440 0
Generator No 50 80.6 440 0
Tractor No 40 84 440 0
Welder / Torch No 40 74 440 0
Welder / Torch No 40 74 440 0
Welder / Torch No 40 74 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Crane 61.7 53.7 N/A N/A N/A N/A
Gradall 64.5 60.5 N/A N/A N/A N/A
Gradall 64.5 60.5 N/A N/A N/A N/A
Generator 61.7 58.7 N/A N/A N/A N/A
Tractor 65.1 61.1 N/A N/A N/A N/A
Welder / Torch 55.1 51.1 N/A N/A N/A N/A
Welder / Torch 55.1 51.1 N/A N/A N/A N/A
Welder / Torch 55.1 51.1 N/A N/A N/A N/A
Total 65 67 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Paving
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62.0
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Mixer Truck No 40 78.8 435 0
Paver No 50 77.2 435 0
Paver No 50 77.2 435 0
Roller No 20 80 435 0
Roller No 20 80 435 0
Tractor No 40 84 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Mixer Truck 60.0 56.0 N/A N/A N/A N/A
Paver 58.4 55.4 N/A N/A N/A N/A
Paver 58.4 55.4 N/A N/A N/A N/A
Roller 61.2 54.2 N/A N/A N/A N/A
Roller 61.2 54.2 N/A N/A N/A N/A
Tractor 65.2 61.2 N/A N/A N/A N/A
Total 65 65 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Paving
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Mixer Truck No 40 78.8 91 0
Paver No 50 77.2 91 0
Paver No 50 77.2 91 0
Roller No 20 80 91 0
Roller No 20 80 91 0
Tractor No 40 84 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Mixer Truck 73.6 70 N/A N/A N/A N/A
Paver 72.0 69.0 N/A N/A N/A N/A
Paver 72.0 69.0 N/A N/A N/A N/A
Roller 74.8 67.8 N/A N/A N/A N/A
Roller 74.8 67.8 N/A N/A N/A N/A
Tractor 78.8 74.8 N/A N/A N/A N/A
Total 79 78 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Paving
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Concrete Mixer Truck No 40 78.8 440 0
Paver No 50 77.2 440 0
Paver No 50 77.2 440 0
Roller No 20 80 440 0
Roller No 20 80 440 0
Tractor No 40 84 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Concrete Mixer Truck 59.9 55.9 N/A N/A N/A N/A
Paver 58.3 55.3 N/A N/A N/A N/A
Paver 58.3 55.3 N/A N/A N/A N/A
Roller 61.1 54.1 N/A N/A N/A N/A
Roller 61.1 54.1 N/A N/A N/A N/A
Tractor 65.1 61.1 N/A N/A N/A N/A
Total 65 65 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Painting
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Packing District to West Commercial 63.6 63.6 62.0
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 435 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 58.9 54.9 N/A N/A N/A N/A
Total 59 55 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
MFHs to North Residential 66.0 66.0 64.9
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 91 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 72.5 68.5 N/A N/A N/A N/A
Total 73 69 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: Anaheim The Mill - Painting
---- Receptor #3 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
SFHs to East Residential 66.3 66.3 62.2
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 440 0
Results
Calculated (dBA) Noise Limits (dBA)
Day Evening
Equipment *Lmax Leq Lmax Leq Lmax Leq
Compressor (air) 58.8 54.8 N/A N/A N/A N/A
Total 59 55 N/A N/A N/A N/A
*Calculated Lmax is the Loudest value.
Scenario: EXISTING CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
Vehicle Type Da y Evening Nigh t Daily Day Evening Nigh t Daily Day Evenin Nigh t Daily Automobiles 67.10% 12.60% 15.50% 97.00% 69.50% 12.90% 9.60% 92.00% 59.66% 8.14% 22.60% 90.40% Medium Trucks 1.30% 0.20% 0.50% 2.00% 1.44% 0.06% 1.50% 3.00% 3.59% 0.60% 1.79% 5.98% Heavy Trucks 0.60% 0.10% 0.30% 1.00% 2.40% 0.10% 2.50% 5.00% 1.85% 0.33% 1.45% 3.62% Road Name: Anaheim Boulevar
d Segment: South of Santa Ana Stree t
Average Daily Traffic: 18050 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 2 Roadway Classification: Primary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 2.13 -1.63 -1.20 61.80 59.43 58.14 52.08 60.52 61.15 70 dBA: 22 23 Medium Trucks 73.11 -12.74 -1.63 -1.20 57.54 38.33 30.55 39.76 45.91 45.95 65 dBA: 47 50 Heavy Trucks 80.26 -10.52 -1.63 -1.20 66.90 49.91 42.13 51.34 57.50 57.53 60 dBA: 101 108 Total: 68.44 59.92 58.25 54.87 62.37 62.81 55 dBA: 217 232 Road Name: Claudina Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 1150 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -8.81 1.45 -1.20 50.88 48.36 47.11 43.24 50.78 51.26 70 dBA: 22 Medium Trucks 71.09 -25.67 1.45 -1.20 45.67 26.02 23.91 23.12 30.00 30.28 65 dBA: 55 Heavy Trucks 78.74 -28.68 1.45 -1.20 50.31 27.30 25.54 25.54 32.19 32.44 60 dBA: 10 11 Total: 54.26 48.42 47.16 43.36 50.88 51.35 55 dBA: 21 23 Road Name: Philadelphia Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 550 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -12.01 3.41 -1.20 49.63 47.11 45.87 41.99 49.54 50.01 70 dBA: 11 Medium Trucks 71.09 -28.87 3.41 -1.20 44.42 24.77 22.66 21.87 28.75 29.03 65 dBA: 33 Heavy Trucks 78.74 -31.88 3.41 -1.20 49.07 26.06 24.29 24.29 30.95 31.19 60 dBA: 67 Total: 53.02 47.17 45.92 42.11 49.63 50.10 55 dBA: 13 14 NOISE PARAMETERS AT 30 FEET FROM CENTERLINE (Equiv. Lane Dist: 29.17 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 40 FEET FROM CENTERLINE (Equiv. Lane Dist: 39.38 ft) FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 63.25 ft) Vehicle Mix 1 (Local) Vehicle Mix 2
Noise Adjustments Unmitigated Noise Levels
Vehicle Mix 3 (I-5)
Noise Adjustments Unmitigated Noise Levels
Scenario: EXISTING CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Olive Stree t Segment: North of Broadway Average Daily Traffic: 4050 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.13 2.44 -1.20 59.62 57.10 55.85 51.98 59.52 60.00 70 dBA: 78 Medium Trucks 73.11 -20.99 2.44 -1.20 53.37 33.71 31.60 30.81 37.69 37.97 65 dBA: 15 16 Heavy Trucks 80.26 -24.00 2.44 -1.20 57.50 34.49 32.73 32.73 39.38 39.63 60 dBA: 33 35 Total: 62.29 57.1 4 55.89 52.07 59.59 60.07 55 dBA: 71 76 Road Name: Olive Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 3350 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.96 0.00 -1.20 56.36 53.83 52.59 48.72 56.26 56.74 70 dBA: 67 Medium Trucks 73.11 -21.82 0.00 -1.20 50.10 30.45 28.34 27.55 34.43 34.71 65 dBA: 13 14 Heavy Trucks 80.26 -24.83 0.00 -1.20 54.24 31.23 29.47 29.47 36.12 36.37 60 dBA: 28 31 Total: 59.03 53.88 52.63 48.80 56.33 56.80 55 dBA: 61 66 Road Name: Olive Stree t Segment: South of Santa Ana Stree t Average Daily Traffic: 3550 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.71 0.72 -1.20 57.32 54.80 53.55 49.68 57.22 57.70 70 dBA: 67 Medium Trucks 73.11 -21.56 0.72 -1.20 51.07 31.41 29.31 28.51 35.39 35.67 65 dBA: 14 15 Heavy Trucks 80.26 -24.57 0.72 -1.20 55.20 32.19 30.43 30.43 37.08 37.33 60 dBA: 30 32 Total: 60.00 54.8 4 53.59 49.77 57.29 57.77 55 dBA: 64 69 Road Name: Broadwa y Segment: West of Olive Stree t Average Daily Traffic: 12700 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.07 1.23 -1.20 65.07 62.70 61.41 55.35 63.78 64.41 70 dBA: 23 25 Medium Trucks 74.83 -14.94 1.23 -1.20 59.92 40.72 32.93 42.14 48.30 48.33 65 dBA: 49 53 Heavy Trucks 80.05 -12.72 1.23 -1.20 67.36 50.37 42.59 51.80 57.95 57.99 60 dBA: 106 114 Total: 69.84 62.97 61.47 57.08 64.89 65.39 55 dBA: 228 246 Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 49.18 ft) Noise Adjustments
NOISE PARAMETERS AT 45 FEET FROM CENTERLINE (Equiv. Lane Dist: 44.09 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 35 FEET FROM CENTERLINE (Equiv. Lane Dist: 33.82 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 40.73 ft) Noise Adjustments Unmitigated Noise Levels
Noise Adjustments
Scenario: EXISTING CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Broadwa y Segment: East of Olive Stree t Average Daily Traffic: 11550 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.48 -0.42 -1.20 63.00 60.63 59.34 53.28 61.71 62.35 70 dBA: 20 22 Medium Trucks 74.83 -15.35 -0.42 -1.20 57.85 38.65 30.86 40.07 46.23 46.26 65 dBA: 43 46 Heavy Trucks 80.05 -13.13 -0.42 -1.20 65.29 48.30 40.52 49.73 55.88 55.92 60 dBA: 92 100 Total: 67.77 60.90 59.40 55.01 62.82 63.32 55 dBA: 199 215 Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 60 FEET FROM CENTERLINE (Equiv. Lane Dist: 52.53 ft) Scenario: EXISTING WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
Vehicle Type Da y Evening Nigh t Daily Day Evening Nigh t Daily Day Evenin Nigh t Daily Automobiles 67.10% 12.60% 15.50% 97.00% 69.50% 12.90% 9.60% 92.00% 59.66% 8.14% 22.60% 90.40% Medium Trucks 1.30% 0.20% 0.50% 2.00% 1.44% 0.06% 1.50% 3.00% 3.59% 0.60% 1.79% 5.98% Heavy Trucks 0.60% 0.10% 0.30% 1.00% 2.40% 0.10% 2.50% 5.00% 1.85% 0.33% 1.45% 3.62% Road Name: Anaheim Boulevar
d Segment: South of Santa Ana Stree t
Average Daily Traffic: 18124 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 2 Roadway Classification: Primary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 2.14 -1.63 -1.20 61.82 59.45 58.16 52.10 60.53 61.16 70 dBA: 22 23 Medium Trucks 73.11 -12.72 -1.63 -1.20 57.56 38.35 30.57 39.78 45.93 45.96 65 dBA: 47 50 Heavy Trucks 80.26 -10.50 -1.63 -1.20 66.92 49.93 42.15 51.36 57.51 57.55 60 dBA: 101 108 Total: 68.46 59.9 4 58.27 54.89 62.39 62.82 55 dBA: 218 233 Road Name: Claudina Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 1205 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -8.61 1.45 -1.20 51.09 48.56 47.32 43.45 50.99 51.47 70 dBA: 22 Medium Trucks 71.09 -25.46 1.45 -1.20 45.87 26.22 24.11 23.32 30.20 30.48 65 dBA: 55 Heavy Trucks 78.74 -28.47 1.45 -1.20 50.52 27.51 25.75 25.75 32.40 32.64 60 dBA: 10 11 Total: 54.47 48.62 47.37 43.56 51.08 51.56 55 dBA: 22 24 Road Name: Philadelphia Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 624 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -11.47 3.41 -1.20 50.18 47.65 46.41 42.54 50.08 50.56 70 dBA: 12 Medium Trucks 71.09 -28.33 3.41 -1.20 44.97 25.32 23.21 22.42 29.30 29.58 65 dBA: 33 Heavy Trucks 78.74 -31.34 3.41 -1.20 49.61 26.60 24.84 24.84 31.49 31.74 60 dBA: 77 Total: 53.56 47.71 46.46 42.65 50.18 50.65 55 dBA: 14 15 Noise Adjustments Unmitigated Noise Levels
Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 30 FEET FROM CENTERLINE (Equiv. Lane Dist: 29.17 ft) NOISE PARAMETERS AT 40 FEET FROM CENTERLINE (Equiv. Lane Dist: 39.38 ft) Noise Adjustments Unmitigated Noise Levels
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 63.25 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 Vehicle Mix 3 (I-5) Scenario: EXISTING WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Olive Stree t Segment: North of Broadway Average Daily Traffic: 4124 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.06 2.44 -1.20 59.70 57.17 55.93 52.06 59.60 60.08 70 dBA: 78 Medium Trucks 73.11 -20.91 2.44 -1.20 53.44 33.79 31.68 30.89 37.77 38.05 65 dBA: 15 17 Heavy Trucks 80.26 -23.92 2.44 -1.20 57.58 34.57 32.81 32.81 39.46 39.71 60 dBA: 33 36 Total: 62.37 57.22 55.97 52.1 4 59.67 60.15 55 dBA: 72 77 Road Name: Olive Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 3405 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.89 0.00 -1.20 56.43 53.90 52.66 48.79 56.33 56.81 70 dBA: 67 Medium Trucks 73.11 -21.74 0.00 -1.20 50.17 30.52 28.41 27.62 34.50 34.78 65 dBA: 13 14 Heavy Trucks 80.26 -24.76 0.00 -1.20 54.31 31.30 29.54 29.54 36.19 36.44 60 dBA: 29 31 Total: 59.10 53.95 52.70 48.87 56.40 56.88 55 dBA: 62 67 Road Name: Olive Stree t Segment: South of Santa Ana Stree t Average Daily Traffic: 3624 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.62 0.72 -1.20 57.41 54.89 53.64 49.77 57.31 57.79 70 dBA: 67 Medium Trucks 73.11 -21.47 0.72 -1.20 51.16 31.50 29.39 28.60 35.48 35.76 65 dBA: 14 15 Heavy Trucks 80.26 -24.49 0.72 -1.20 55.29 32.28 30.52 30.52 37.17 37.42 60 dBA: 30 32 Total: 60.08 54.93 53.68 49.86 57.38 57.86 55 dBA: 65 70 Road Name: Broadwa y Segment: West of Olive Stree t Average Daily Traffic: 12755 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.05 1.23 -1.20 65.09 62.72 61.43 55.37 63.80 64.43 70 dBA: 23 25 Medium Trucks 74.83 -14.92 1.23 -1.20 59.94 40.73 32.95 42.16 48.32 48.35 65 dBA: 49 53 Heavy Trucks 80.05 -12.70 1.23 -1.20 67.38 50.39 42.61 51.82 57.97 58.00 60 dBA: 106 115 Total: 69.86 62.99 61.49 57.10 64.91 65.41 55 dBA: 229 247 Noise Adjustments Unmitigated Noise Levels
Noise Adjustments
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 40.73 ft) NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 49.18 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 45 FEET FROM CENTERLINE (Equiv. Lane Dist: 44.09 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 35 FEET FROM CENTERLINE (Equiv. Lane Dist: 33.82 ft) Noise Adjustments Unmitigated Noise Levels
Scenario: EXISTING WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Broadwa y Segment: East of Olive Stree t Average Daily Traffic: 11587 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.47 -0.42 -1.20 63.02 60.64 59.35 53.30 61.73 62.36 70 dBA: 20 22 Medium Trucks 74.83 -15.34 -0.42 -1.20 57.87 38.66 30.88 40.09 46.24 46.28 65 dBA: 43 46 Heavy Trucks 80.05 -13.12 -0.42 -1.20 65.30 48.32 40.53 49.74 55.90 55.93 60 dBA: 93 100 Total: 67.79 60.92 59.41 55.03 62.83 63.3 4 55 dBA: 200 216 NOISE PARAMETERS AT 60 FEET FROM CENTERLINE (Equiv. Lane Dist: 52.53 ft) Noise Adjustments Unmitigated Noise Levels
Scenario: OPENING YEAR 2027 WITHOUT PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
Vehicle Type Da y Evening Nigh t Daily Day Evening Nigh t Daily Day Evenin Nigh t Daily Automobiles 67.10% 12.60% 15.50% 97.00% 69.50% 12.90% 9.60% 92.00% 59.66% 8.14% 22.60% 90.40% Medium Trucks 1.30% 0.20% 0.50% 2.00% 1.44% 0.06% 1.50% 3.00% 3.59% 0.60% 1.79% 5.98% Heavy Trucks 0.60% 0.10% 0.30% 1.00% 2.40% 0.10% 2.50% 5.00% 1.85% 0.33% 1.45% 3.62% Road Name: Anaheim Boulevar
d Segment: South of Santa Ana Stree t
Average Daily Traffic: 18800 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 2 Roadway Classification: Primary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 2.30 -1.63 -1.20 61.98 59.61 58.32 52.26 60.69 61.32 70 dBA: 22 24 Medium Trucks 73.11 -12.56 -1.63 -1.20 57.72 38.51 30.73 39.93 46.09 46.12 65 dBA: 48 51 Heavy Trucks 80.26 -10.35 -1.63 -1.20 67.08 50.09 42.31 51.52 57.67 57.71 60 dBA: 104 111 Total: 68.62 60.10 58.43 55.05 62.55 62.98 55 dBA: 223 238 Road Name: Claudina Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 1200 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -8.63 1.45 -1.20 51.07 48.54 47.30 43.43 50.97 51.45 70 dBA: 22 Medium Trucks 71.09 -25.48 1.45 -1.20 45.86 26.20 24.10 23.30 30.18 30.46 65 dBA: 55 Heavy Trucks 78.74 -28.49 1.45 -1.20 50.50 27.49 25.73 25.73 32.38 32.63 60 dBA: 10 11 Total: 54.45 48.60 47.35 43.5 4 51.06 51.5 4 55 dBA: 22 24 Road Name: Philadelphia Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 600 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -11.64 3.41 -1.20 50.01 47.49 46.24 42.37 49.91 50.39 70 dBA: 11 Medium Trucks 71.09 -28.49 3.41 -1.20 44.80 25.15 23.04 22.25 29.13 29.41 65 dBA: 33 Heavy Trucks 78.74 -31.50 3.41 -1.20 49.44 26.43 24.67 24.67 31.32 31.57 60 dBA: 67 Total: 53.39 47.55 46.29 42.49 50.01 50.48 55 dBA: 14 15 NOISE PARAMETERS AT 30 FEET FROM CENTERLINE (Equiv. Lane Dist: 29.17 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 40 FEET FROM CENTERLINE (Equiv. Lane Dist: 39.38 ft) FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 63.25 ft) Vehicle Mix 1 (Local) Vehicle Mix 2
Noise Adjustments Unmitigated Noise Levels
Vehicle Mix 3 (I-5)
Noise Adjustments Unmitigated Noise Levels
Scenario: OPENING YEAR 2027 WITHOUT PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Olive Stree t Segment: North of Broadway Average Daily Traffic: 4250 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -3.92 2.44 -1.20 59.83 57.31 56.06 52.19 59.73 60.21 70 dBA: 78 Medium Trucks 73.11 -20.78 2.44 -1.20 53.57 33.92 31.81 31.02 37.90 38.18 65 dBA: 16 17 Heavy Trucks 80.26 -23.79 2.44 -1.20 57.71 34.70 32.94 32.94 39.59 39.84 60 dBA: 34 37 Total: 62.50 57.35 56.10 52.28 59.80 60.28 55 dBA: 73 79 Road Name: Olive Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 3500 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.77 0.00 -1.20 56.55 54.02 52.78 48.91 56.45 56.93 70 dBA: 67 Medium Trucks 73.11 -21.63 0.00 -1.20 50.29 30.64 28.53 27.74 34.62 34.90 65 dBA: 14 15 Heavy Trucks 80.26 -24.64 0.00 -1.20 54.43 31.42 29.66 29.66 36.31 36.56 60 dBA: 29 32 Total: 59.22 54.07 52.82 48.99 56.52 56.99 55 dBA: 63 68 Road Name: Olive Stree t Segment: South of Santa Ana Stree t Average Daily Traffic: 3650 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.59 0.72 -1.20 57.44 54.92 53.67 49.80 57.35 57.82 70 dBA: 77 Medium Trucks 73.11 -21.44 0.72 -1.20 51.19 31.53 29.43 28.63 35.51 35.79 65 dBA: 14 15 Heavy Trucks 80.26 -24.45 0.72 -1.20 55.32 32.31 30.55 30.55 37.20 37.45 60 dBA: 30 33 Total: 60.12 54.96 53.71 49.89 57.42 57.89 55 dBA: 65 70 Road Name: Broadwa y Segment: West of Olive Stree t Average Daily Traffic: 13200 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 0.10 1.23 -1.20 65.24 62.87 61.57 55.52 63.95 64.58 70 dBA: 23 25 Medium Trucks 74.83 -14.77 1.23 -1.20 60.09 40.88 33.10 42.31 48.46 48.50 65 dBA: 50 54 Heavy Trucks 80.05 -12.55 1.23 -1.20 67.53 50.54 42.76 51.96 58.12 58.15 60 dBA: 109 117 Total: 70.01 63.1 4 61.64 57.25 65.06 65.56 55 dBA: 234 253 Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 49.18 ft) Noise Adjustments
NOISE PARAMETERS AT 45 FEET FROM CENTERLINE (Equiv. Lane Dist: 44.09 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 35 FEET FROM CENTERLINE (Equiv. Lane Dist: 33.82 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 40.73 ft) Noise Adjustments Unmitigated Noise Levels
Noise Adjustments
Scenario: OPENING YEAR 2027 WITHOUT PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Broadwa y Segment: East of Olive Stree t Average Daily Traffic: 12000 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.32 -0.42 -1.20 63.17 60.80 59.50 53.45 61.88 62.51 70 dBA: 20 22 Medium Trucks 74.83 -15.18 -0.42 -1.20 58.02 38.81 31.03 40.24 46.39 46.43 65 dBA: 44 48 Heavy Trucks 80.05 -12.96 -0.42 -1.20 65.46 48.47 40.69 49.89 56.05 56.08 60 dBA: 95 102 Total: 67.94 61.07 59.57 55.18 62.98 63.49 55 dBA: 204 221 Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 60 FEET FROM CENTERLINE (Equiv. Lane Dist: 52.53 ft) Scenario: OPENING YEAR 2027 WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
Vehicle Type Da y Evening Nigh t Daily Day Evening Nigh t Daily Day Evenin Nigh t Daily Automobiles 67.10% 12.60% 15.50% 97.00% 69.50% 12.90% 9.60% 92.00% 59.66% 8.14% 22.60% 90.40% Medium Trucks 1.30% 0.20% 0.50% 2.00% 1.44% 0.06% 1.50% 3.00% 3.59% 0.60% 1.79% 5.98% Heavy Trucks 0.60% 0.10% 0.30% 1.00% 2.40% 0.10% 2.50% 5.00% 1.85% 0.33% 1.45% 3.62% Road Name: Anaheim Boulevar
d Segment: South of Santa Ana Stree t
Average Daily Traffic: 18874 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 2 Roadway Classification: Primary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 2.32 -1.63 -1.20 62.00 59.63 58.33 52.28 60.71 61.34 70 dBA: 22 24 Medium Trucks 73.11 -12.55 -1.63 -1.20 57.73 38.52 30.74 39.95 46.11 46.14 65 dBA: 48 51 Heavy Trucks 80.26 -10.33 -1.63 -1.20 67.10 50.11 42.33 51.54 57.69 57.72 60 dBA: 104 111 Total: 68.64 60.12 58.45 55.07 62.57 63.00 55 dBA: 224 239 Road Name: Claudina Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 1255 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -8.43 1.45 -1.20 51.26 48.74 47.49 43.62 51.16 51.64 70 dBA: 22 Medium Trucks 71.09 -25.29 1.45 -1.20 46.05 26.40 24.29 23.50 30.38 30.66 65 dBA: 55 Heavy Trucks 78.74 -28.30 1.45 -1.20 50.69 27.68 25.92 25.92 32.57 32.82 60 dBA: 10 11 Total: 54.64 48.80 47.5 4 43.74 51.26 51.73 55 dBA: 23 24 Road Name: Philadelphia Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 674 Vehicles Vehicle Speed: 25 MPH Vehicle Mix: 1 Roadway Classification: Local Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 59.44 -11.13 3.41 -1.20 50.51 47.99 46.75 42.87 50.42 50.89 70 dBA: 22 Medium Trucks 71.09 -27.99 3.41 -1.20 45.30 25.65 23.54 22.75 29.63 29.91 65 dBA: 33 Heavy Trucks 78.74 -31.00 3.41 -1.20 49.95 26.94 25.18 25.18 31.83 32.07 60 dBA: 78 Total: 53.90 48.05 46.80 42.99 50.51 50.98 55 dBA: 15 16 Noise Adjustments Unmitigated Noise Levels
Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 30 FEET FROM CENTERLINE (Equiv. Lane Dist: 29.17 ft) NOISE PARAMETERS AT 40 FEET FROM CENTERLINE (Equiv. Lane Dist: 39.38 ft) Noise Adjustments Unmitigated Noise Levels
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
NOISE PARAMETERS AT 70 FEET FROM CENTERLINE (Equiv. Lane Dist: 63.25 ft) Vehicle Mix 1 (Local) Vehicle Mix 2 Vehicle Mix 3 (I-5) Scenario: OPENING YEAR 2027 WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Olive Stree t Segment: North of Broadway Average Daily Traffic: 4324 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -3.85 2.44 -1.20 59.90 57.38 56.14 52.27 59.81 60.28 70 dBA: 78 Medium Trucks 73.11 -20.71 2.44 -1.20 53.65 34.00 31.89 31.10 37.98 38.26 65 dBA: 16 17 Heavy Trucks 80.26 -23.72 2.44 -1.20 57.79 34.78 33.01 33.01 39.67 39.91 60 dBA: 34 37 Total: 62.58 57.42 56.17 52.35 59.88 60.35 55 dBA: 74 80 Road Name: Olive Stree t Segment: North of Santa Ana Stree t Average Daily Traffic: 3555 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.70 0.00 -1.20 56.62 54.09 52.85 48.98 56.52 57.00 70 dBA: 67 Medium Trucks 73.11 -21.56 0.00 -1.20 50.36 30.71 28.60 27.81 34.69 34.97 65 dBA: 14 15 Heavy Trucks 80.26 -24.57 0.00 -1.20 54.50 31.49 29.73 29.73 36.38 36.62 60 dBA: 30 32 Total: 59.29 54.13 52.89 49.06 56.59 57.06 55 dBA: 64 69 Road Name: Olive Stree t Segment: South of Santa Ana Stree t Average Daily Traffic: 3724 Vehicles Vehicle Speed: 30 MPH Vehicle Mix: 1 Roadway Classification: Collector Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 62.51 -4.50 0.72 -1.20 57.53 55.00 53.76 49.89 57.43 57.91 70 dBA: 77 Medium Trucks 73.11 -21.36 0.72 -1.20 51.27 31.62 29.51 28.72 35.60 35.88 65 dBA: 14 15 Heavy Trucks 80.26 -24.37 0.72 -1.20 55.41 32.40 30.64 30.64 37.29 37.54 60 dBA: 31 33 Total: 60.20 55.05 53.80 49.97 57.50 57.98 55 dBA: 66 71 Road Name: Broadwa y Segment: West of Olive Stree t Average Daily Traffic: 13255 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 0.12 1.23 -1.20 65.26 62.89 61.59 55.54 63.97 64.60 70 dBA: 23 25 Medium Trucks 74.83 -14.75 1.23 -1.20 60.11 40.90 33.12 42.33 48.48 48.52 65 dBA: 51 55 Heavy Trucks 80.05 -12.53 1.23 -1.20 67.55 50.56 42.77 51.98 58.14 58.17 60 dBA: 109 118 Total: 70.03 63.16 61.66 57.27 65.07 65.58 55 dBA: 235 254 Noise Adjustments Unmitigated Noise Levels
Noise Adjustments
NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 40.73 ft) NOISE PARAMETERS AT 50 FEET FROM CENTERLINE (Equiv. Lane Dist: 49.18 ft) Noise Adjustments Unmitigated Noise Levels
NOISE PARAMETERS AT 45 FEET FROM CENTERLINE (Equiv. Lane Dist: 44.09 ft) Unmitigated Noise Levels
NOISE PARAMETERS AT 35 FEET FROM CENTERLINE (Equiv. Lane Dist: 33.82 ft) Noise Adjustments Unmitigated Noise Levels
Scenario: OPENING YEAR 2027 WITH PROJECT CONDITIONS Project: Anaheim The Mill Site Conditions: Soft
FHWA-RD-77-108 HIGHWAY TRAFFIC NOISE PREDICTION MODEL
Road Name: Broadwa y Segment: East of Olive Stree t Average Daily Traffic: 12037 Vehicles Vehicle Speed: 35 MPH Vehicle Mix: 2 Roadway Classification: Secondary Arterial Centerline Distance to
Noise Contour (in feet)
Vehicle Type REMEL
Traffic Adj. Dist Adj. Finite Adj Leq Peak Leq Day Leq Eve. Leq Night Ldn CNEL Ldn CNEL Automobiles 65.11 -0.30 -0.42 -1.20 63.18 60.81 59.52 53.46 61.89 62.53 70 dBA: 20 22 Medium Trucks 74.83 -15.17 -0.42 -1.20 58.03 38.83 31.04 40.25 46.41 46.44 65 dBA: 44 48 Heavy Trucks 80.05 -12.95 -0.42 -1.20 65.47 48.48 40.70 49.91 56.06 56.10 60 dBA: 95 103 Total: 67.95 61.08 59.58 55.19 63.00 63.50 55 dBA: 205 221 NOISE PARAMETERS AT 60 FEET FROM CENTERLINE (Equiv. Lane Dist: 52.53 ft) Noise Adjustments Unmitigated Noise Levels