City of El Cajon
Graves Avenue
B/ State Route 67 Northbound Ramps - Broadway
24 Hour Directional Volume Count
ECJ001
Site Code: 999-22559
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 140 10 150
12:15 9 123 15 197
12:30 8 157 9 164
12:45 8 137 42 557 4 151 38 662 80 1219
01:00 6 127 9 153
01:15 2 132 5 165
01:30 6 123 4 166
01:45 7 105 21 487 5 160 23 644 44 1131
02:00 3 131 6 160
02:15 5 138 3 149
02:30 5 144 3 127
02:45 9 135 22 548 4 169 16 605 38 1153
03:00 2 148 4 169
03:15 5 129 7 162
03:30 9 147 9 166
03:45 9 137 25 561 17 155 37 652 62 1213
04:00 4 138 14 181
04:15 13 141 13 149
04:30 23 151 15 156
04:45 17 125 57 555 23 160 65 646 122 1201
05:00 17 143 23 129
05:15 40 133 39 132
05:30 37 124 47 128
05:45 48 119 142 519 79 144 188 533 330 1052
06:00 39 111 63 103
06:15 67 124 76 118
06:30 69 113 81 107
06:45 67 91 242 439 93 106 313 434 555 873
07:00 97 98 94 103
07:15 98 90 117 86
07:30 110 98 124 102
07:45 118 83 423 369 130 88 465 379 888 748
08:00 85 91 121 86
08:15 89 87 104 75
08:30 97 88 126 74
08:45 90 74 361 340 146 58 497 293 858 633
09:00 81 59 134 49
09:15 113 54 125 51
09:30 99 57 141 39
09:45 110 37 403 207 158 43 558 182 961 389
10:00 111 31 151 46
10:15 116 26 150 36
10:30 123 32 162 33
10:45 119 27 469 116 185 20 648 135 1117 251
11:00 130 23 179 17
11:15 133 18 187 24
11:30 114 17 181 13
11:45 115 23 492 81 168 10 715 64 1207 145
Total 2699 4779 2699 4779 3563 5229 3563 5229 6262 10008 Combined
Total 7478 7478 8792 8792 16270
AM Peak - 10:30 - - - 10:45 - - - - -
Vol. - 505 - - - 732 - - - - -
P.H.F. 0.949 0.979
PM Peak - - 03:45 - - - 02:45 - - - -
Vol. - - 567 - - - 666 - - - -
P.H.F. 0.939 0.985
Percentag
e 36.1% 63.9% 40.5% 59.5%
ADT/AADT ADT 16,270 AADT 16,270
City of El Cajon
Hart Drive
E/ Graves Avenue
24 Hour Directional Volume Count
ECJ004
Site Code: 999-22559
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 07-Jun-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 9 3 17
12:15 3 13 1 8
12:30 4 15 1 10
12:45 0 8 13 45 0 8 5 43 18 88
01:00 2 13 0 10
01:15 0 14 1 6
01:30 2 11 0 7
01:45 2 15 6 53 1 15 2 38 8 91
02:00 0 17 0 14
02:15 3 15 1 15
02:30 2 19 2 11
02:45 1 21 6 72 0 16 3 56 9 128
03:00 0 28 2 12
03:15 1 16 2 10
03:30 0 19 2 16
03:45 0 17 1 80 3 13 9 51 10 131
04:00 0 19 1 16
04:15 1 19 0 18
04:30 1 25 4 15
04:45 1 17 3 80 10 11 15 60 18 140
05:00 0 26 5 15
05:15 1 25 11 9
05:30 4 23 16 14
05:45 1 20 6 94 5 8 37 46 43 140
06:00 5 25 13 11
06:15 6 17 10 9
06:30 2 16 9 11
06:45 8 16 21 74 16 15 48 46 69 120
07:00 4 5 11 1
07:15 13 9 19 5
07:30 10 12 14 8
07:45 16 12 43 38 18 5 62 19 105 57
08:00 9 15 21 8
08:15 7 14 14 10
08:30 8 8 14 6
08:45 5 18 29 55 18 8 67 32 96 87
09:00 10 8 15 3
09:15 8 16 8 10
09:30 9 11 11 2
09:45 14 8 41 43 15 7 49 22 90 65
10:00 12 9 7 4
10:15 15 6 4 3
10:30 6 5 13 1
10:45 9 9 42 29 18 4 42 12 84 41
11:00 16 3 11 3
11:15 17 2 2 2
11:30 9 6 16 1
11:45 15 6 57 17 16 1 45 7 102 24
Total 268 680 268 680 384 432 384 432 652 1112
Combined
Total 948 948 816 816 1764
AM Peak - 11:00 - - - 07:15 - - - - -
Vol. - 57 - - - 72 - - - - -
P.H.F. 0.838 0.857
PM Peak - - 05:00 - - - 03:30 - - - -
Vol. - - 94 - - - 63 - - - -
P.H.F. 0.904 0.875
Percentag
e 28.3% 71.7% 47.1% 52.9%
ADT/AADT ADT 1,764 AADT 1,764
City of El Cajon
Graves Avenue
N/ State Route 67 Northbound Ramps
24 Hour Directional Volume Count
ECJ002
Site Code: 999-22559
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 51 2 47
12:15 6 37 5 51
12:30 6 51 3 53
12:45 0 43 22 182 2 72 12 223 34 405
01:00 4 47 3 46
01:15 5 55 2 63
01:30 3 57 2 48
01:45 3 60 15 219 3 49 10 206 25 425
02:00 1 52 0 47
02:15 3 55 0 57
02:30 4 70 4 53
02:45 2 58 10 235 3 64 7 221 17 456
03:00 0 67 3 69
03:15 1 52 2 68
03:30 1 71 6 68
03:45 1 79 3 269 6 64 17 269 20 538
04:00 1 67 4 70
04:15 1 54 5 62
04:30 4 55 11 79
04:45 4 46 10 222 10 66 30 277 40 499
05:00 2 67 12 66
05:15 5 69 24 55
05:30 6 56 24 50
05:45 15 45 28 237 16 44 76 215 104 452
06:00 9 50 23 42
06:15 12 50 22 30
06:30 14 30 34 34
06:45 29 34 64 164 38 43 117 149 181 313
07:00 14 32 46 31
07:15 23 36 57 30
07:30 31 35 65 21
07:45 38 31 106 134 69 22 237 104 343 238
08:00 26 40 67 29
08:15 28 36 47 20
08:30 29 26 53 26
08:45 23 27 106 129 36 17 203 92 309 221
09:00 23 23 41 23
09:15 33 28 30 14
09:30 29 32 38 18
09:45 51 28 136 111 56 12 165 67 301 178
10:00 39 19 45 17
10:15 44 12 37 13
10:30 41 17 52 7
10:45 47 18 171 66 56 10 190 47 361 113
11:00 52 6 57 7
11:15 62 4 45 7
11:30 32 10 53 2
11:45 42 14 188 34 58 3 213 19 401 53
Total 859 2002 859 2002 1277 1889 1277 1889 2136 3891
Combined
Total 2861 2861 3166 3166 6027
AM Peak - 10:30 - - - 07:15 - - - - -
Vol. - 202 - - - 258 - - - - -
P.H.F. 0.815 0.935
PM Peak - - 03:30 - - - 04:00 - - - -
Vol. - - 271 - - - 277 - - - -
P.H.F. 0.858 0.877
Percentag
e 30.0% 70.0% 40.3% 59.7%
ADT/AADT ADT 6,027 AADT 6,027
City of El Cajon
Graves Avenue
N/ Hart Drive
24 Hour Directional Volume Count
ECJ003
Site Code: 999-22559
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 41 3 45
12:15 5 34 5 57
12:30 4 44 4 65
12:45 0 33 16 152 3 56 15 223 31 375
01:00 3 22 1 49
01:15 5 36 2 58
01:30 1 40 4 46
01:45 4 39 13 137 5 49 12 202 25 339
02:00 2 44 0 43
02:15 0 37 0 58
02:30 4 47 4 56
02:45 0 48 6 176 3 72 7 229 13 405
03:00 0 45 1 61
03:15 0 35 2 68
03:30 0 55 2 79
03:45 2 56 2 191 3 71 8 279 10 470
04:00 1 50 6 74
04:15 1 51 4 64
04:30 4 39 6 80
04:45 3 38 9 178 5 65 21 283 30 461
05:00 1 46 7 68
05:15 6 44 17 59
05:30 6 35 13 46
05:45 16 29 29 154 11 34 48 207 77 361
06:00 9 42 15 48
06:15 5 23 19 26
06:30 13 25 25 28
06:45 21 29 48 119 30 38 89 140 137 259
07:00 21 24 40 31
07:15 20 24 47 31
07:30 27 22 61 16
07:45 26 28 94 98 62 32 210 110 304 208
08:00 24 26 49 28
08:15 25 32 40 25
08:30 18 24 51 21
08:45 25 21 92 103 32 20 172 94 264 197
09:00 17 16 36 21
09:15 23 19 35 17
09:30 28 25 38 21
09:45 36 20 104 80 59 15 168 74 272 154
10:00 31 10 35 14
10:15 27 9 40 8
10:30 33 13 42 6
10:45 34 13 125 45 49 12 166 40 291 85
11:00 44 2 64 7
11:15 43 2 54 6
11:30 32 6 58 3
11:45 36 6 155 16 47 3 223 19 378 35
Total 693 1449 693 1449 1139 1900 1139 1900 1832 3349
Combined
Total 2142 2142 3039 3039 5181
AM Peak - 11:00 - - - 10:45 - - - - -
Vol. - 155 - - - 225 - - - - -
P.H.F. 0.881 0.879
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 212 - - - 292 - - - -
P.H.F. 0.946 0.924
Percentag
e 32.4% 67.6% 37.5% 62.5%
ADT/AADT ADT 5,181 AADT 5,181
• GRAVES AVENUE AT SR- 67 SYNCHRO WORKSHEETS:
Existing Traffic Conditions
Existing plus Project Traffic Conditions
Hyundai of El Cajon
Existing Conditions
1: Graves Ave & SR-67 Ramps
Timing Plan: AM PEAK
EXAM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
76 297
248
89 201
71 Future Volume (veh/h)
76 297
248
89 201
71 Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00
1.00 1.00
1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
86 338
282
101
228
81 Peak Hour Factor
0.88 0.88
0.88 0.88
0.88 0.88
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
354
1087
681
357
640
285
Arrive On Green
0.20 0.20
0.19 0.19
0.18 0.18
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
86 338
282
101
228
81 Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s
1.1 2.3
1.9 1.3
1.6 1.2
Cycle Q Clear(g_c), s
1.1 2.3
1.9 1.3
1.6 1.2
Prop In Lane
1.00 1.00
1.00 1.00
Lane Grp Cap(c), veh/h
354
1087
681
357
640
285
V/C Ratio(X)
0.24 0.31
0.41 0.28
0.36 0.28
Avail Cap(c_a), veh/h
1214
2434
2555
1341
2421
1080
HCM Platoon Ratio
1.00 1.00
1.00 1.00
1.00 1.00
Upstream Filter(I)
1.00 1.00
1.00 1.00
1.00 1.00
Uniform Delay (d), s/veh
9.4 5.9
9.9 9.6
10.0 9.9
Incr Delay (d2), s/veh
0.4 0.2
0.4 0.4
0.3 0.5
Initial Q Delay(d3),s/veh
0.0 0.0
0.0 0.0
0.0 0.0
%ile BackOfQ(50%),veh/ln
0.3 0.7
0.6 0.4
0.5 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
9.8 6.1
10.3 10.1
10.4 10.4
LnGrp LOS
A
A
B
B
B
B
Approach Vol, veh/h
424
383
309
Approach Delay, s/veh
6.8 10.2
10.4 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s
9.3 9.5
9.0 Change Period (Y+Rc), s
4.0 4.0
4.0 Max Green Setting (Gmax), s
20.0 19.0
19.0 Max Q Clear Time (g_c+I1), s
3.9 4.3
3.6 Green Ext Time (p_c), s
1.4 1.4
1.5 Intersection Summary
HCM 6th Ctrl Delay
9.0 HCM 6th LOS
A
Notes
User approved volume balancing among the lanes for turning movement.
Hyundai of El Cajon
Existing Conditions
1: Graves Ave & SR-67 Ramps
Timing Plan: PM PEAK
EXPM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
186
359
328
234
330
106
Future Volume (veh/h)
186
359
328
234
330
106
Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00
1.00 1.00
1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
194
374
342
244
344
110
Peak Hour Factor
0.96 0.96
0.96 0.96
0.96 0.96
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
369
1245
852
447
734
327
Arrive On Green
0.21 0.21
0.24 0.24
0.21 0.21
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
194
374
342
244
344
110
Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s
3.3 3.0
2.8 3.9
2.9 2.0
Cycle Q Clear(g_c), s
3.3 3.0
2.8 3.9
2.9 2.0
Prop In Lane
1.00 1.00
1.00 1.00
Lane Grp Cap(c), veh/h
369
1245
852
447
734
327
V/C Ratio(X)
0.53 0.30
0.40 0.55
0.47 0.34
Avail Cap(c_a), veh/h
980
2201
2062
1083
1954
872
HCM Platoon Ratio
1.00 1.00
1.00 1.00
1.00 1.00
Upstream Filter(I)
1.00 1.00
1.00 1.00
1.00 1.00
Uniform Delay (d), s/veh
12.2 6.1
11.1 11.5
12.0 11.7
Incr Delay (d2), s/veh
1.2 0.1
0.3 1.0
0.5 0.6
Initial Q Delay(d3),s/veh
0.0 0.0
0.0 0.0
0.0 0.0
%ile BackOfQ(50%),veh/ln
1.1 1.0
0.9 1.4
1.0 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
13.4 6.3
11.4 12.5
12.5 12.3
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
568
586
454
Approach Delay, s/veh
8.7 11.9
12.5 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s
12.3 11.2
11.1 Change Period (Y+Rc), s
4.0 4.0
4.0 Max Green Setting (Gmax), s
20.0 19.0
19.0 Max Q Clear Time (g_c+I1), s
5.9 5.3
4.9 Green Ext Time (p_c), s
2.3 1.8
2.2 Intersection Summary
HCM 6th Ctrl Delay
10.9 HCM 6th LOS
B
Notes
User approved volume balancing among the lanes for turning movement.
Hyundai of El Cajon
Existing Plus Proj
1: Graves Ave & SR-67 Ramps
Timing Plan: AM PEAK
EXWPAM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
105
297
248
108
214
75 Future Volume (veh/h)
105
297
248
108
214
75 Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00
1.00 1.00
1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
119
338
282
123
243
85 Peak Hour Factor
0.88 0.88
0.88 0.88
0.88 0.88
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
358
1098
686
360
656
293
Arrive On Green
0.20 0.20
0.19 0.19
0.18 0.18
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
119
338
282
123
243
85 Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s
1.6 2.4
2.0 1.6
1.7 1.3
Cycle Q Clear(g_c), s
1.6 2.4
2.0 1.6
1.7 1.3
Prop In Lane
1.00 1.00
1.00 1.00
Lane Grp Cap(c), veh/h
358
1098
686
360
656
293
V/C Ratio(X)
0.33 0.31
0.41 0.34
0.37 0.29
Avail Cap(c_a), veh/h
1189
2400
2503
1314
2372
1058
HCM Platoon Ratio
1.00 1.00
1.00 1.00
1.00 1.00
Upstream Filter(I)
1.00 1.00
1.00 1.00
1.00 1.00
Uniform Delay (d), s/veh
9.7 6.0
10.1 9.9
10.2 10.0
Incr Delay (d2), s/veh
0.5 0.2
0.4 0.6
0.3 0.5
Initial Q Delay(d3),s/veh
0.0 0.0
0.0 0.0
0.0 0.0
%ile BackOfQ(50%),veh/ln
0.5 0.7
0.6 0.5
0.5 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
10.3 6.1
10.5 10.5
10.5 10.5
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
457
405
328
Approach Delay, s/veh
7.2 10.5
10.5 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s
9.5 9.7
9.3 Change Period (Y+Rc), s
4.0 4.0
4.0 Max Green Setting (Gmax), s
20.0 19.0
19.0 Max Q Clear Time (g_c+I1), s
4.0 4.4
3.7 Green Ext Time (p_c), s
1.5 1.5
1.6 Intersection Summary
HCM 6th Ctrl Delay
9.2 HCM 6th LOS
A
Notes
User approved volume balancing among the lanes for turning movement.
Hyundai of El Cajon
Existing Plus Proj
1: Graves Ave & SR-67 Ramps
Timing Plan: PM PEAK
EXWPPM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
206
359
328
247
368
117
Future Volume (veh/h)
206
359
328
247
368
117
Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00
1.00 1.00
1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
215
374
342
257
383
122
Peak Hour Factor
0.96 0.96
0.96 0.96
0.96 0.96
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
380
1267
858
450
769
343
Arrive On Green
0.21 0.21
0.24 0.24
0.22 0.22
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
215
374
342
257
383
122
Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s
3.9 3.1
2.9 4.4
3.4 2.4
Cycle Q Clear(g_c), s
3.9 3.1
2.9 4.4
3.4 2.4
Prop In Lane
1.00 1.00
1.00 1.00
Lane Grp Cap(c), veh/h
380
1267
858
450
769
343
V/C Ratio(X)
0.57 0.30
0.40 0.57
0.50 0.36
Avail Cap(c_a), veh/h
929
2126
1955
1027
1853
826
HCM Platoon Ratio
1.00 1.00
1.00 1.00
1.00 1.00
Upstream Filter(I)
1.00 1.00
1.00 1.00
1.00 1.00
Uniform Delay (d), s/veh
12.8 6.3
11.6 12.2
12.5 12.1
Incr Delay (d2), s/veh
1.3 0.1
0.3 1.1
0.5 0.6
Initial Q Delay(d3),s/veh
0.0 0.0
0.0 0.0
0.0 0.0
%ile BackOfQ(50%),veh/ln
1.4 1.1
0.9 1.6
1.1 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
14.1 6.4
11.9 13.3
13.0 12.7
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
589
599
505
Approach Delay, s/veh
9.2 12.5
13.0 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s
12.8 11.8
11.9 Change Period (Y+Rc), s
4.0 4.0
4.0 Max Green Setting (Gmax), s
20.0 19.0
19.0 Max Q Clear Time (g_c+I1), s
6.4 5.9
5.4 Green Ext Time (p_c), s
2.4 1.9
2.4 Intersection Summary
HCM 6th Ctrl Delay
11.5 HCM 6th LOS
B
Notes
User approved volume balancing among the lanes for turning movement.
Noise Impact Analysis
for
Hyundai of El Cajon
Located in the
City of El Cajon, California
Prepared for:
El Cajon Hyundai
Mr. John Keifer
1385 East Main Street
El Cajon, CA 92021
Prepared by:
Roma Stromberg, M.S.
Roma Environmental
CEQA, NEPA, Noise and Air Quality
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951-544-3170
August 17, 2022
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i
Table of Contents
I. Introduction and Setting .................................................................................................. 1 A. Purpose and Objectives ................................................................................................... 1 B. Project Location ............................................................................................................... 1 C. Proposed Project .............................................................................................................. 1 D. Sensitive Noise Receptors ................................................................................................ 1 II. Noise and Vibration Fundamentals .................................................................................. 4 A. Sound and Noise .............................................................................................................. 4 B. Noise Descriptors ............................................................................................................. 6 C. Vibration Fundamentals................................................................................................... 8 III. Existing Noise Environment ............................................................................................. 9 A. Existing Land Uses and Sensitive Receptors .................................................................... 9 B. Ambient Noise Measurements ........................................................................................ 9 IV. Regulatory Setting ......................................................................................................... 11 A. City of El Cajon General Plan .......................................................................................... 11 B. City of El Cajon Municipal Code ..................................................................................... 11 C. County of San Diego ....................................................................................................... 13 V. Analytical Methodology and Impact Analysis ................................................................. 14 A. Methodology .................................................................................................................. 14 VI. Impact Analysis and Findings ......................................................................................... 16 V. References .................................................................................................................... 26
Appendix A – Larson Davis LxT Output Data
Appendix B – SoundPLAN Input/Output
Appendix C – Construction Noise Calculations
Appendix D – Groundborne Vibration Calculations
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ii
List of Tables
Table 1. Typical Noise Levels ......................................................................................................... 7 Table 2. Noise Measurement Results ............................................................................................ 9 Table 3. City of El Cajon Noise Standards .................................................................................... 12 Table 4. Guideline Vibration Annoyance Potential Criteria ......................................................... 13 Table 5. Guideline Vibration Damage Potential Criteria ............................................................. 13 Table 6. Equipment Noise Emissions and Acoustical Usage Factor ............................................. 17 Table 7. Construction Noise at Sensitive Receptors North of the Project Site ............................ 19 Table 8. Construction Noise at Receptors East of the Project Site .............................................. 20
List of Figures
Figure 1. Project Location Map ....................................................................................................... 2 Figure 2. Site Plan ........................................................................................................................... 3 Figure 3. Common Noise Sources ................................................................................................... 5 Figure 4. Noise Measurement Locations and Ambient Noise Levels............................................ 10 Figure 5. Operational Noise Levels (dBA, Leq) .............................................................................. 23 Figure 6. Operational Noise Contours (dBA, Leq) ......................................................................... 24 Figure 7. Gillespie Field Noise Contour Map................................................................................. 25 Noise Study
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1 I. Introduction and Setting
A. Purpose and Objectives
The purpose of this report is to provide an assessment of the noise and vibration impacts that may occur with the development of the proposed car dealership and to identify mitigation measures that may be necessary to reduce those impacts. The objectives of the study include:
documentation of existing noise conditions
discussion of noise modeling methodology and procedures analysis of noise and vibration generated by the construction of the project analysis and discussion of potential traffic noise impacts to the proposed project analysis of noise affecting nearby sensitive receptors due to increased traffic produced by the project
recommendations for mitigation measures
B. Project Location
The project site is located at 1155 Graves Avenue in the City of El Cajon. The vicinity map showing the project location is provided on Figure 1.
C. Proposed Project
The 1.6-acre project site is proposed to be developed with a Hyundai dealership. The proposed 36,989 square foot building will include a showroom, offices, a parts department, a service department, a service drive, and an express lube. Express lube doors will be used for vehicle access but will be kept closed. No impact equipment or air compressors will be utilized in the express lube area. A car wash is proposed in a separate building. Figure 2 illustrates the project site plan. The proposed site plan is shown in Figure 2.
D. Sensitive Noise Receptors
The State of California defines sensitive receptors as those land uses that require serenity or are otherwise adversely affected by noise events or conditions. Schools, libraries, churches, hospitals, single and multiple-family residential, including transient lodging, motels and hotel uses make up the majority of these areas. The nearest sensitive receptors to the project site are single-family residential properties located to the north and east of the project site.
Figure 1
Project Location
2 Project
Location
Roma Environmental
Figure 2
Site Plan
3 Roma Environmental
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4 II. Noise and Vibration Fundamentals
A. Sound and Noise
Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves through a liquid or gaseous medium (e.g., air) to a hearing organ, such as a human ear.
Noise is defined as loud, unexpected, or annoying sound. Common noise sources and their associated noise levels are shown in Figure 3.
In the science of acoustics, the fundamental model consists of a sound (or noise) source, a receiver, and the propagation path between the two. The loudness of the noise source and the obstructions or atmospheric factors affecting the propagation path to the receiver determines the sound level and characteristics of the noise perceived by the receiver. The field of acoustics deals primarily with the propagation and control of sound, with associated factors summarized below.
Frequency
Continuous sound can be described by frequency (pitch) and amplitude (loudness), with a low- frequency sound perceived as low in pitch. Frequency is expressed in terms of cycles per second, or Hertz (Hz). A frequency of 250 cycles per second, for example, is referred to as 250 Hz), with higher frequencies sometimes more conveniently expressed in kilohertz (kHz), or thousands of Hz.
The audible frequency range for humans is generally between 20 and 20,000 Hz (or 20 kHz).
Sound Pressure Levels and Decibels
The amplitude of pressure waves generated by a sound source determines the loudness of that source. Sound pressure amplitude is measured in micro-Pascals (mPa), with one mPa representing approximately one hundred billionth of normal atmospheric pressure. Sound pressure amplitudes for different kinds of noise environments can range from less than 100 to 100,000,000 mPa.
Because of this huge range of values, sound is rarely expressed in terms of mPa. Instead, a logarithmic scale is used to describe sound pressure level (SPL) in terms of decibels (dB). The threshold of audible sound is about 0 dB for a healthy human ear, which corresponds to 20 mPa.
Sound Propagation
When sound propagates over a distance, it changes in level and frequency content. Sound from a localized source (i.e., a point source) propagates uniformly outward in a spherical pattern. The sound level attenuates (or decreases) at a rate of six dB for each doubling of distance from a point source. Sound levels from a line source attenuate at a rate of three dB for each doubling of distance.
A large object or barrier in the path between a noise source and a receiver can substantially attenuate noise levels at the receiver. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the noise source. Natural terrain features (e.g., hills and dense/deep woods) and human-made features (e.g., buildings and walls) can substantially reduce noise levels. Walls are often constructed between a source and a receiver specifically to reduce noise. A barrier that breaks the line of sight between a source and a receiver
Figure 3
Common Noise Levels
5 -
Jett ke Off
100ft
--- -
Rock
Group
50ft
u Conve ·
1/ Speech
\
0 Roma Environmental
•--) ::I
-~
0 -I
::l
0 ·
140dBA
110
100
80 70
60 • Bu in s
so Office
J ckhammer
50ft
40 Quiet Living Room
30 9 ·
20 ~ -
~ • Quiet Fore t
10 0
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6 will typically result in at least five dB of noise reduction, with taller barriers providing increased noise reduction. Vegetation, such as highway landscaping, between the source and receiver is rarely effective in reducing noise, as it does not create a solid barrier.
Human Perception of Noise
The decibel scale alone does not adequately characterize how humans perceive noise, as the dominant frequencies of a sound have a substantial effect on the human response to that sound.
Although the intensity (energy per unit area) of the sound is a purely physical quantity, the loudness or human response is determined by the characteristics of the human ear. Human hearing is limited in the range of audible frequencies, as well as in the way it perceives the SPL within that range. In general, people are most sensitive to the frequency range of 1,000 to 8,000 Hz and perceive sounds within that range better than sounds of the same amplitude in higher or lower frequencies. To approximate the response of the human ear, sound levels of individual frequency bands are weighted, depending on the human sensitivity to those frequencies. An “A- weighted” sound level (expressed in units of dBA) can then be calculated from this information.
Noise levels are typically reported in terms of A-weighted decibels or dBA. Table 1, Typical A- weighted Noise Levels, describes levels for various noise sources.
B. Noise Descriptors
Noise in the daily human environment fluctuates over time; these changes can be minor or substantial, depending on individual factors. Specifically, noise fluctuations can be influenced by conditions such as: (1) whether noise levels occur in regular or random patterns; (2) if noise level fluctuations are rapid or slow; and (3) if noise levels vary widely or are relatively constant. Various noise descriptors have been developed to describe time-varying noise levels, with the following noise descriptors most commonly used in transportation noise analysis.
Equivalent Sound Level (Leq)
Leq represents an average of the sound energy occurring over a specified period. In effect, Leq is the steady-state sound level containing the same acoustical energy as the time-varying sound that actually occurs during the same period. The one-hour A-weighted equivalent sound level (Leq[h]), for example, is the energy average of A-weighted sound levels occurring during a one-hour period. One hour is the normal (default) assumed time period for Leq unless stated otherwise.
Percentile-Exceeded Sound Level (LXX)
LXX represents the sound level exceeded for a given percentage of a specified period. For example, L10 is the sound level exceeded 10 percent of the time, and L90 is the sound level exceeded 90 percent of the time.
Maximum Sound Level (Lmax)
Lmax is the maximum sound level measured during a specified time period with “slow/1-second” time-averaging.
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7 Day-Night Level (Ldn)
Ldn is the energy average of A-weighted sound levels occurring over a 24-hour period, with a 10- dB penalty applied to A-weighted sound levels occurring during nighttime hours between 10 PM and 7 AM
Community Noise Equivalent Level (CNEL)
Similar to Ldn, CNEL is the energy average of the A-weighted sound levels occurring over a 24- hour period, with a 10-dB penalty applied to A-weighted sound levels occurring during the nighttime hours between 10 PM and 7 AM, and a 5-dB penalty applied to the A-weighted sound levels occurring during evening hours between 7 PM and 10 PM.
Table 1. Typical Noise Levels
Common Outdoor Activities Noise Level (dBA) Common Indoor Activities 110 Rock Band
Jet fly-over at 1,000 feet
100
Gas lawn mower at 3 feet
90 Diesel truck at 50 feet at 50 mph* Food blender at 3 feet 80 Garbage disposal at 3 feet
Noisy urban area, daytime
Gas lawn mower at 100 feet 70 Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet
Heavy traffic at 300 feet 60
Large business office
Quiet urban daytime 50 Dishwasher in next room
Quiet urban nighttime 40 Theater, large conference room (background)
Quiet suburban nighttime
30 Library
Quiet rural nighttime Bedroom at night, concert hall (background) 20 Broadcast/recording studio
10 0
Source: California Department of Transportation, 2013.
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8 C. Vibration Fundamentals
The way in which vibration is transmitted through the earth is called propagation. Propagation of earthborn vibrations is complicated and difficult to predict because of the endless variations in the soil through which waves travel. There are three main types of vibration propagation: surface, compression, and shear waves. Surface waves, or Raleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water. Compression waves, or P-waves, are body waves that carry their energy along an expanding spherical wave front. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. Shear waves, or S-waves, are also body waves that carry energy along an expanding spherical wave front. However, unlike P-waves, the particle motion is transverse or “side-to-side and perpendicular to the direction of propagation”.
As vibration waves propagate from a source, the energy is spread over an ever-increasing area such that the energy level striking a given point is reduced with the distance from the energy source. This geometric spreading loss is inversely proportional to the square of the distance.
Wave energy is also reduced with distance as a result of material damping in the form of internal friction, soil layering, and void spaces. The amount of attenuation provided by material damping varies with soil type and condition as well as the frequency of the wave.
Vibration amplitudes are usually expressed as either peak particle velocity (PPV) or the root mean square (RMS) velocity. The PPV is defined as the maximum instantaneous peak of the vibration signal in inches per second. The RMS of a signal is the average of the squared amplitude of the signal in vibration decibels (VdB), ref one micro-inch per second. The Federal Railroad Administration uses the abbreviation “VdB” for vibration decibels to reduce the potential for confusion with sound decibel.
PPV is appropriate for evaluating the potential of building damage and VdB is commonly used to evaluate human response. Decibel notation acts to compress the range of numbers required in measuring vibration. Similar to the noise descriptors, Leq and Lmax can be used to describe the average vibration and the maximum vibration level observed during a single vibration measurement interval.
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9 III. Existing Noise Environment
A. Existing Land Uses and Sensitive Receptors
The State of California defines sensitive receptors as those land uses that require serenity or are otherwise adversely affected by noise events or conditions. Schools, libraries, churches, hospitals, single and multiple family residential, including transient lodging, motels and hotel uses make up the majority of these areas. Sensitive receptors that may be affected by project generated noise include the single-family residential dwelling units located east of the project site and multiple family residential units located north of the project site.
B. Ambient Noise Measurements
An American National Standards Institute (ANSI Section SI4 1979, Type 1) Larson Davis model LxT sound level meter was used to document existing ambient noise levels at six locations in the project vicinity (see Figure 4).
As shown in Table 2, existing noise levels in the project vicinity range between 58.5 and 65.6 dBA Leq. Noise measurement field sheets and data are provided in Appendix A.
Table 2. Noise Measurement Results
Name Time Period Existing Ambient Noise Levels (dBA)
Leq L max L 2 L 8 L 25 L 50
NM1 2:41 -2:46 PM 65.6 80.9 74.2 67.5 64.7 63.2
NM2 3:02-3:17 PM 61.4 80.1 68.8 64.4 59.7 57.7
NM3 3:23-3:38 PM 58.5 73.0 66.8 62.4 57.2 55.6
NM4 3:45-4:00 PM 59.5 74.0 68.0 63.7 57.6 55.0
NM5 4:16–4:33 PM 61.6 77.1 71.2 66.8 58.4 55.1
NM6 4:57-5:12 PM 62.7 83.0 68.0 63.5 61.3 59.9
Figure 4
Noise Measurement Locations
10 NM = Short Term Noise Measurement
(##.#) = Noise level in dBA, Leq
NM1
(65.6)
NM2
(61.4)
NM3
(58.5)
NM4
(59.5)
NM5
(61.6)
NM6
(62.7)
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11 IV. Regulatory Setting
The proposed project may impact sensitive receptors located within the jurisdiction of the City of El Cajon (single family residences located east of the project site) as well as sensitive receptors located within the County of San Diego (multiple family residences located north of the project site).
A. City of El Cajon General Plan
General Plan Policy 8-3.8 states that the City may require site design considerations such as increased setbacks, sound attenuating walls and landscaping, and may also require building design considerations such as type of construction, insulation, and orientation of building openings in order to minimize noise impacts from noise sources.
B. City of El Cajon Municipal Code
1. Construction Noise
Per section 17.115130(C)(3) of the City of El Cajon Municipal Ordinance it is unlawful for any person within any residential zone, or within a radius of five hundred (500) feet from any residential zone, to operate equipment or perform any outside construction, maintenance or repair work on buildings, structures, landscapes or related facilities, or to operate any pile driver, power shovel, pneumatic hammer, power hoist, leaf blower, mower, or any other mechanical device, between the hours of 7 p.m. of one (1) day and 7 a.m. of the next day in such a manner that a reasonable person of normal sensitivities residing in the area is caused discomfort or annoyance.
The ordinance above does not specify a noise level limit at which a reasonable person of normal sensitivities would experience discomfort or annoyance. For purposes of this analysis, the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment (2006) criteria will be used to establish significance thresholds. The FTA provides reasonable criteria for assessing construction noise impacts based on the potential for adverse community reaction. For residential uses, the daytime noise threshold is 80 dBA L eq averaged over an 8-hour period (Leq (8-hr); and the nighttime noise threshold is 70 dBA Leq (8-hr). For commercial uses, the daytime and nighttime noise threshold is 85 dBA Leq (8-hr). In compliance with the City’s Code discussed in the previous paragraph, it is assumed that construction would not occur during the noise-sensitive nighttime hours.
2. Operational Noise
The City’s Municipal Code section 9.44.010, Noise, prohibits loud and disturbing noises. It specifies that no person shall make, continue or cause to be made or continued, within the limits of the City, any loud, disturbing, or unusual noise which injures or endangers the health, peace, or safety of persons of reasonable sensibilities: provided, that this section shall not in any way affect, restrict or prohibit any activities incidental to scientific or industrial research or manufacturing, construction or repairing conducted in areas zoned for such purposes.
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12 Per Table 3, the project is prohibited from causing noise levels to exceed 50 dBA Leq between 7:00 AM and 7:00 PM, 55 dBA Leq between the hours of 7:00 PM and 10:00 PM and 50 dBA Leq between the hours of 10:00 PM and 7:00 AM at the property line of the existing single-family residences located east of the project site.
Table 3. City of El Cajon Noise Standards
Zone Time of Day On-Hour Average Sound Level
Decibel (Leq)
All residentially zoned properties
7:00 AM to 7:00 PM 60
7:00 PM to 10:00 PM 55
10:00 PM to 7:00 AM 50
All M-U and commercially zoned
properties, except the C-M zoned
properties
7:00 AM to 7:00 PM 65
7:00 PM to 10:00 PM 60
10:00 PM to 7:00 AM 55
All C-M and industrially zoned
properties
Anytime 75
Conditionally1 80
Source: City of El Cajon Municipal Ordinance 17.115.130(C) Performance Standards.
Notes:
1 Where outdoor noise levels are higher, additional noise attenuation measures, i.e., earphones for workers, increased insulation, double-pane glass, may make noise levels acceptable.
3. Groundborne Vibration
City of El Cajon Municipal Ordinance Section 17.115.130(D), Performance Standards prohibits operations that could generate groundborne vibration that is harmful or injurious to the use or development of surrounding properties. Specifically, No vibration shall be permitted which is perceptible without instruments at any use along the property line on which such use is located.
For the purpose of this determination, the boundary is the property line. This standard is prohibitive for use several commonly used pieces of construction equipment which may be perceptible if used within 75 feet of a property line. It is our professional opinion that this ordinance applies to operational vibration sources, i.e., generators, Heating and Ventilation (HVAC) equipment and pumps.
Caltrans has prepared one of the most comprehensive manuals (Caltrans 2020) regarding the analysis of groundborne vibration. It contains reasonable standards for both the potential to be annoying and the potential to result in structural damage. As shown in Table 4, vibration is considered to be distinctly perceptible at a PPV of 0.04 in/second and strongly perceptible at 0.10 peak particle velocity (PPV). Table 5 shows that the threshold at which there is a risk to “architectural” damage to historic and some older buildings is a peak particle velocity (PPV) of
0.25 in/sec, at older residential structures a PPV of 0.3 in/sec, and at new residential structures and modern commercial/industrial buildings a PPV of 0.5 in/sec.
Therefore, impacts would be significant if construction activities result in groundborne vibration of 0.3 PPV or higher at residential structures and/or a PPV of 0.5 or higher at commercial structures. Annoyance is temporary in nature and is not considered significant unless it is strongly perceptible and disturbs sleep or the use of sensitive equipment (approximately 0.1 PPV).
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13 Table 4. Guideline Vibration Annoyance Potential Criteria
Human Response
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent Intermittent
Sources
Barely perceptible 0.04 0.01
Distinctly perceptible 0.25 0.04
Strongly perceptible 0.9 0.10
Severe 2.0 0.4
Source: California Department of Transportation. Transportation and Construction Vibration Guidance Manual, Chapter 7 Table 20, April 2020.
Notes:
(1) Transient sources create a single isolated vibration event, such as blasting or drop balls. Continuous/frequent intermittent sources include impact pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.
Table 5. Guideline Vibration Damage Potential Criteria
Structure Condition
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08 Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial buildings 2.0 0.5
Source: California Department of Transportation. Transportation and Construction Vibration Guidance Manual, Chapter 7 Table 19, April 2020.
Notes:
(1) Transient sources create a single isolated vibration event, such as blasting or drop balls. Continuous/frequent intermittent sources include impact pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.
C. County of San Diego
The properties located north of the project site are currently developed with multiple family residential dwelling units. The property has a zoning of Urban Residential (RU). The County of San Diego has adopted a guidance document1 for the preparation of noise studies which establishes exterior noise level limits that apply to the transmission of noise from one property to another.
The daytime noise standard (7:00 AM to 10:00 PM) to avoid impacts to properties zoned RU is 50 dBA Leq and the nighttime noise standard (10:00 PM to 7:00 AM) is 45 dBA Leq.
1 Noise Guidelines and Report Formats. January 27,2009
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14 V. Analytical Methodology and Impact Analysis
A. Methodology
1. FTA Construction Noise Calculations
Noise levels at nearby sensitive receptors due to project construction noise were calculated utilizing methodology presented in the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (2018) together with key construction parameters including: distance to each sensitive receiver, equipment usage, percent usage factor, and baseline parameters for the project site. Distances to receptors were based on the acoustical center of the proposed construction activity. Construction noise levels were calculated for each phase.
2. SoundPLAN
The SoundPLAN acoustical modeling software was utilized to model project operational worst-case stationary noise impacts from the proposed project to adjacent sensitive uses (e.g., residences). SoundPLAN is capable of evaluating stationary noise sources (e.g., parking lots, drive-thru menus, carwash equipment, vacuums, etc.) and much more. The SoundPLAN software utilizes algorithms (based on the inverse square law) to calculate noise level projections. The software allows the user to input specific noise sources, spectral content, sound barriers, building placement, topography, and sensitive receptor locations. In addition to the information provided below, noise modeling input and outputs assumptions are provided in Appendix B.
Peak hour operational noise levels were modeled utilizing representative sound levels in the SoundPLAN model. Modeled noise sources include the parking lot noise, heating, and ventilation (HVAC) equipment and car wash noise. All noise sources were modeled to be in full operation for an entire hour. This is a conservative modeling effort, given that in actuality, several noise sources are not in operation continuously for an entire hour.
For the purposes of the modeling, it was assumed that the proposed dealership will not have outdoor amplification of music or voice, and all car maintenance and repair related stalls will be enclosed inside the proposed building. Express lube doors will be used for vehicle access but will be kept closed. No impact equipment or air compressors will be utilized in the express lube area. Other modeling assumptions are discussed below.
Car Wash Equipment Noise
The car wash drying system is by far the loudest noise source associated with the car wash tunnel. A sound power level representative sound pressure level of 103 dBA Leq at a distance of 10 (provided by the car wash manufacturer) was used to model car wash dryer noise. A point noise source was placed five feet from the opening of the end of the car wash tunnel at a height of eight feet to represent dryer noise. The dryer system was assumed to be operational for the entire period.
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15 Parking Lots
Parking lot noise was calculated using SoundPLAN methodology. Specifically, the traffic volume of the parking lot is entered with the number of moves per parking bay, the hour, and the number of parking bays. The user defines whether the parking lots are for automobiles, motorcycles, or trucks, and the emission level of a parking lot is automatically adjusted accordingly. The values for the number of parking moves for each time slice is the number of parking moves per reference unit (most often per parking bay), averaged for the hour2.
SoundPLAN utilizes parking lot noise emission levels from the 6th revised edition of the parking lot study “Recommendations for the Calculation of Sound Emissions of Parking Areas, Motorcar Centers and Bus Stations as well as of Multi-Story Car Parks and Underground Car Parks” published by the Bavarian Landesamt für Umwelt provides calculation methods to determine the emissions of parking lots.
The parking lot emission table documents the reference level (Lw,ref) from the parking lot study.
Lw, ref = Lw0 + KPA + KI + KD + KStrO + 10 log(B) [dB(A)] With the following parameters:
Lw0 = Basic sound power, sound power level of one motion/per hour on P+R areas = 63 dB(A) KPA = Surcharge parking lot type
KI = Surcharge for impulse character
KD = Surcharge for the traffic passaging and searching for parking bays in the driving lanes 2,5 * lg (f * B-9)
f = Parking bays per unit of the reference value
B = Reference value
KStrO = Surcharge for the road surface
HVAC
A rooftop HVAC plan is not available at the time of this analysis so the exact location and number of units per building were estimated. A noise reference level for a 5-Ton Carrier Heating and Cooling (HVAC) unit was utilized to represent rooftop 5 Ton Carrier HVAC units.
HVAC units were assumed to be evenly spaced across the rooftop. The noise source height for each HVAC unit was assumed at 0.1 meter above the roof top. An average roof top height of thirty-five feet was utilized for modeling purposes.
3. Caltrans Transportation and Construction Vibration Guidance Manual
Groundborne vibration associated with project construction, at nearby sensitive receptors was modeled using methodologies and source amplitudes provided in the Caltrans Transportation and Construction Vibration Guidance Manual (2020).
2 SoundPLAN Essential 4.0 Manual. SoundPLAN International, LLC. May 2016.
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16 VI. Impact Analysis and Findings
1. Construction Noise
The existing residential uses located north and east of the project site may be affected by short-term noise impacts associated with construction noise. Construction noise will vary depending on the construction process, type of equipment involved, location of the construction site with respect to sensitive receptors, the schedule proposed to carry out each task (e.g., hours and days of the week) and the duration of the construction work.
Construction phases will include demolition, site preparation, building construction, paving and architectural coating. Noise levels at nearby sensitive receptors due to project construction noise were calculated utilizing methodology presented in the FTA Transit Noise and Vibration Impact Assessment Manual (2018) together with several key construction parameters (see Appendix C). Typical noise levels and usage factors associated with a variety of construction is presented in Table 6. Tables 7 and 8 present cumulative noise levels associated with each phase of construction at receptors located north and east of the proposed project.
As discussed previously, the City of El Cajon has not established a specific noise level limit at which a reasonable person of normal sensitivities would experience discomfort or annoyance. Therefore, for purposes of this analysis, the FTA criteria was used. For impacts to residential land uses, the daytime noise threshold is eighty dBA Leq averaged over an 8- hour period (Leq (8-hr); and the nighttime noise threshold is 70 dBA Leq (8-hr). As shown in Tables 7 and 8, construction noise is expected to range between 62.6 and 74.5 dBA Leq at the southern property line of the multiple family residences located north of the project site and between 59.6 to 71.5 dBA Leq at the western property line of the existing single family residential uses east of the project site and will not exceed the FTA daytime 80 dBA (8-hour) noise criteria. Impacts related to construction would be less than significant. In compliance with the City’s Code discussed in the previous paragraph, it is assumed that construction would not occur during the noise-sensitive nighttime hours. Impacts would be less than significant. No mitigation is required.
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17 Table 6. Equipment Noise Emissions and Acoustical Usage Factor
Equipment Description
Impact
Device?
Acoustical
Use Factor (%)
Spec. Lmax
@ 50ft
(dBA, slow)
Actual
Measured
Lmax @
50ft (dBA,
slow)
No. of
Actual
Data
Samples
(Count)
All Other Equipment > 5 HP No 50 85 -N/A- 0
Auger Drill Rig No 20 85 84 36
Backhoe No 40 80 78 372
Bar Bender No 20 80 -N/A- 0
Blasting Yes -N/A- 94 -N/A- 0
Boring Jack Power Unit No 50 80 83 1
Chain Saw No 20 85 84 46
Clam Shovel (dropping) Yes 20 93 87 4
Compactor (ground) No 20 80 83 57
Compressor (air) No 40 80 78 18
Concrete Batch Plant No 15 83 -N/A- 0
Concrete Mixer Truck No 40 85 79 40
Concrete Pump Truck No 20 82 81 30
Concrete Saw No 20 90 90 55
Crane No 16 85 81 405
Dozer No 40 85 82 55
Drill Rig Truck No 20 84 79 22
Drum Mixer No 50 80 80 1
Dump Truck No 40 84 76 31
Excavator No 40 85 81 170
Flat Bed Truck No 40 84 74 4
Forklift2,3 No 50 n/a 61 n/a
Front End Loader No 40 80 79 96
Generator No 50 82 81 19
Generator (<25KVA, VMS signs) No 50 70 73 74
Gradall No 40 85 83 70
Grader No 40 85 -N/A- 0
Grapple (on backhoe) No 40 85 87 1
Horizontal Boring Hydr. Jack No 25 80 82 6
Hydra Break Ram Yes 10 90 -N/A- 0
Impact Pile Driver Yes 20 95 101 11
Jackhammer Yes 20 85 89 133
Man Lift No 20 85 75 23
Mounted Impact hammer (hoe ram) Yes 20 90 90 212
Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
18 Table 6. Equipment Noise Emissions and Acoustical Usage Factor
Equipment Description
Impact
Device?
Acoustical
Use Factor (%)
Spec. Lmax
@ 50ft
(dBA, slow)
Actual
Measured
Lmax @
50ft (dBA,
slow)
No. of
Actual
Data
Samples
(Count)
Pavement Scarafier No 20 85 90 2
Paver No 50 85 77 9
Pickup Truck No 50 85 77 9
Paving Equipment No 50 85 77 9
Pneumatic Tools No 50 85 85 90
Pumps No 50 77 81 17
Refrigerator Unit No 100 82 73 3
Rivit Buster/chipping gun Yes 20 85 79 19
Rock Drill No 20 85 81 3
Roller No 20 85 80 16
Sand Blasting (Single Nozzle) No 20 85 96 9
Scraper No 40 85 84 12
Shears (on backhoe) No 40 85 96 5
Slurry Plant No 100 78 78 1
Slurry Trenching Machine No 50 82 80 75
Soil Mix Drill Rig No 50 80 -N/A- 0
Tractor No 40 84 -N/A- 0
Vacuum Excavator (Vac-truck) No 40 85 85 149
Vacuum Street Sweeper No 10 80 82 19
Ventilation Fan No 100 85 79 13
Vibrating Hopper No 50 85 87 1
Vibratory Concrete Mixer No 20 80 80 1
Vibratory Pile Driver No 20 95 101 44
Warning Horn No 5 85 83 12
Welder/Torch No 40 73 74 5
Notes:
(1) Source: FHWA Roadway Construction Noise Model User's Guide January 2006. (2) Warehouse & Forklift Noise Exposure - NoiseTesting.info Carl Stautins, November 4, 2014 http://www.noisetesting.info/blog/carl-strautins/page-3/ (3) Data provided Leq as measured at the operator. Sound Level at 50 feet is calculated using Inverse Square Law.
Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
19 Table 7. Construction Noise at Sensitive Receptors North of the Project Site Equipment Item Noise Level at Property Line (Leq, dBA)
Demolition
Sawzall 72.2
Excavators 71.3
Dozers 70.6
74.5 Site Preparation
Dozers 72.3
Tractors/Loaders/Backhoes 72.6
72.6 Building Construction
Cranes 61.6
Forklifts 49.3
Generator Sets 64.5
Welders 56.6
Tractors/Loaders/Backhoes 71.3
72.7 Paving
Cement and Mortar Mixers 64.6
Pavers 63.6
Rollers 62.6
68.4 Architectural Coating
Air Compressors 62.6
Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
20 Table 8. Construction Noise at Receptors East of the Project Site Equipment Item Noise Level at Property Line (Leq, dBA)
Demolition
Sawzall 69.2
Excavators 68.4
Dozers 67.6
71.5 Site Preparation
Dozers 69.4
Tractors/Loaders/Backhoes 69.7
69.7 Building Construction
Cranes 58.7
Forklifts 46.4
Generator Sets 61.6
Welders 53.6
Tractors/Loaders/Backhoes 68.4
69.7 Paving
Cement and Mortar Mixers 61.6
Pavers 60.6
Rollers 59.6
65.5 Architectural Coating
Air Compressors 59.6
Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
21 2. Operational Noise
Operational noise was modeled using the SoundPLAN noise model. The results shown in Figures 5 and 6, show that operational noise is expected to range between 38.6 to 58.0 at nearby sensitive receptor property lines and will not exceed the City of El Cajon Noise Ordinance standard of 60 dBA Leq. These findings are based on a specific car wash drying system (one fixed nozzle with a noise level of 88.5 dBA Leq at a distance of ten feet) (See Appendix B), or if an equivalent or a quieter system is utilized. This impact would be less than significant. No mitigation is required.
3. Groundborne Vibration
The most vibratory pieces of equipment expected to be utilized on the project site include a vibratory roller and a larger bulldozer. It is anticipated that the existing parking lot will be re-purposed and tools necessary for asphalt removal will not be used. The use of a vibratory roller and/or a large bulldozer however may be used as close as 105 feet to the multiple family residential land use property line to the north and as close as line 120 to the single- family property line to the east.
Groundborne vibration levels associated with the use of a vibratory roller could reach up to
0.02 PPV at the property line associated with the multiple family residential land uses to the north and up to 0.10 PPV at the property line pof the single-family residential land uses to the east. Groundborne associated with the large bulldozer would be less (see Appendix D).
As stated previously, vibration is considered to be distinctly perceptible at a PPV of 0.04 in/second and strongly perceptible at 0.10 peak particle velocity (PPV); and the threshold at which there is a risk to “architectural” damage to historic and some older buildings is a peak particle velocity (PPV) of 0.25 in/sec, at older residential structures a PPV of 0.3 in/sec, and at new residential structures and modern commercial/industrial buildings a PPV of 0.5 in/sec.
Groundborne vibration associated with project construction will not be perceptible at nearby sensitive receptors and will not occur during nighttime hours or affect sensitive equipment. Furthermore, project construction will not result in groundborne vibration levels that come close to the threshold for potential damage to structures. This impact would be less than significant. No mitigation is required.
4. Airport/Aircraft Noise
The project site is located approximately 3,580 feet southwest of the Gillespie Field. As shown in Figure 7 the project site is not located within a 60 dBA CNEL or any louder noise contour associated with this airfield. However, the site is located within the airfield’s avigation easement and overflight notification areas. Visitors and employees at the project site will occasionally be subject to aircraft overflight. However, review of data provided in Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
22 the Flight Aware online application3 indicates that aircraft in the vicinity of the project site would be at least 1,000 ft above mean sea level (AMSL). Impacts would be less than significant.
3 https://flightaware.com
Figure 5
Operational Noise Levels
dBA, Leq
23 ce ACa Ca/W )
1>
Roma Environmental
Figure 6
Operational Noise Contours
dBA, Leq
24 Signs and symbols
*
C.UWas )
p lot
* * * * * * * * *
< 5
5 -
50 - M
M - 60
60 - M
M . 0
>= 0
00 50
eel
Roma Environmental
Figure 7
Gillespie Field Noise Contour Map
25 Site Location
Roma Environmental
__ _ ..., ~
__ ....., lf,n
....
n0f1h
000
I
Zill
Exhibit 111-1
Compat ibility Policy Map: Noise
Noise Study
Hyundai El Cajon
El Cajon, California
Roma Environmental romaenvironmental.com
[email protected] 951-544-3170
26 V. References
Airport Land Use Commission San Diego County
2010 Gillespie Field Airport Land Use Compatibility Plan
California Department of Transportation
2013 Technical Noise Supplement to the Traffic Noise Analysis Protocol 2020 Transportation and Construction Vibration Guidance Manual
Cyril M. Harris
1991 Handbook of Acoustical Measurement and Noise Control.
El Cajon, City of
2000 General Plan
Zoning Ordinance
San Diego, County of
2011 San Diego County General Plan
APPENDIX A
Larson Davis 820 Noise Measurement Data
Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 2:41 PM End Time:2:56 PM Run Time:1 x 15 minutes Leq: 65.6 dB
Lmax 80.9 dB
L2 74.2 dB
L8 67.5 dB
L25 64.7 dB
L50 63.2 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street: 162 Hart Drive, El Cajon, California 92021 NM1
224
Hyundai, City of El Cajon. RE 224
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, residential ambiance, 67 Freeway Traffic noise from 20 vehicles passing microphone travelling along Hart Drive during 15 minute measuremnt.
On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. traffic ambiance Pedestrians.
11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM1 looking N at multifamily residence 162 Hart Dr, El CajonNM1 looking W along Hart Dr towards Graves Ave intersection & 67 Freeway beyond that ( 40 yards ).
Roma Environmental
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
/13 /14 /15 /16 /17 /18 □ /20 /21 /22/22/23 /17 /24
/0 /1 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /3/39 /12 /6/11 /4 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /36 /36 /36 /37 /36 /38 /38 /40 /41 /36 /41 /41 /36 /42 /43 /37 □ /43 /44 /44 /43 /37 /45 /40 /30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /28 /46 /47 /27 /7 /0 /1 /8 /1 /5 /30 /31 /32 /43 /36 /36 /36 /37 /36 /38 /38 /26 /27 /5 /6/48 /2 /5 /1/41 /35 /44 /36 /44
/49 /3 /1 /5 /50 /2 /7 □ /51 /46 /48 /2 /5 /46 □ /52 /2 /28 /28 /2 /53 /54 /1 /5 /30 /12 /55 /2 /8 /27 /12 /7/29 /0 /43 □ /37 /41 /56 /44 /45 /25 /44 /43 /35 /57 /58 /59 /29 □ /43 /43 /58 /56 /42 /57 /25 /44 /36 /35 /41 /36 /59 /60 /61 /12 /47 □ /34 /1 /3 /55 /5 /27 /11 /8 /27 /12 /7/43 /42 □ /6/27 /7 /4 /8 /1 □ /7 /12 /27 /3 /1 □ /6/1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /62 □ /43 □ /31 □ /43 /42 □ /6/27 /7 /4 /8 /1 /3 □ /63 /29 /12 /8 /1 /10 /12 /6/2 □ /51 /7 /64 /65 □ /66 /67 /4 /7 /46 /2 /27 □ /51 /28 □ /39 /2 /68 /12 /7 □ /10 /51 /41 /41 /44 /69 /8 /2 /5 /8 □ /32 /27 /6/1/41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /44 /43 /70 /37 /45/34 /4 /5 /2 /8 /27 /12 /7/36 /70 /43 /42 /70 /36 /36 /35 /36 /51 /7 /46 □ /32 /27 /6/1/41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /42 /58 /70 /37 /45/10 /4 /7 □ /32 /27 /6/1/36 /70 /43 /42 /70 /36 /36 /35 /36/71 /2 /4 /3 /1 □ /32 /27 /6/1/36 /70 /36 /36 /70 /36 /36 /35 /36 □
/13 /14 /72 /21 /73 /18 /72
/74 /64 /1 /5 /2 /28 /28 □ /0 /1 /8 /5 /27 /55 /3
/30 /75/1 /76 /58 /42 /35 /58 □ /46 /77
/30 /75 /51 /38 /42 /35 /43 □ /46 /77/69 /51 /75 /40 /40 /40 □ /46 /77 /51 /75 /37 /58 /37 /35 /37 □ /78 /71 /2 /79 /54/30 /75 /26 /32 /0 /42 /57 /36 /35 /36 □ /46 /77 /51 /75 /45 /43 /43 /35 /58 □ /6/71 /2 /79 /54
/51 /75 /44 /36 /42 /45 /35 /43 □ /6/71 /2 /79 /54
/30 /80/11 /1 /2 /81 /43 /36 /42 /35 /58 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /44 /45 /70 /42 /37 /30 /75 /69/6/2 /31 /45 /36 /35 /38 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /42 /44 /70 /36 /43 /30 /75 /69/6/27 /7 /42 /57 /35 /45 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /42 /58 /70 /36 /57 /30 /75/1 /76 /58 /42 /35 /58 □ /46 /77
/30 /39/1 /76 /57 /57 /35 /57 □ /46 /77/30 /39/1 /76□ /40 □ /30 /75/1 /76 /43 /41 /35 /43 □ /46 /77 /30 /75 /50/1 /76 /58 /57 /35 /37 □ /46 /77/30 /75 /50/1 /76□ /40 □ /30 /75/1 /76 /43 /35 /57 □ /46 /77 /51 /31 /55 /1 /1 /46 /2 /7 /55 /1 /3 /39 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /30 /75 /69 □ /82 □ /58 /42 /35 /36 □ /46 /77/41 /58 /36 /70 /36 /42 /70 /41 /58 /35 /57 /30 /75 /69 □ /82 □ /45 /42 /35 /36 □ /46 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /43 /37 /42 /35 /36 □ /46 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /43 /37 /57 /35 /36 □ /46 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /43 /44 /36 /35 /36 □ /46 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /39 /12 /6/6/4 /7 /27 /8 /67 □ /29 /12 /27 /3 /1 /30 /34 /29 /30 /34 /2 /67 /30 /29 /27 /53 /54 /8 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /36 /35 /36 □ /46 /77 /30 /34 /51 /29 /30 /34 /2 /67 /30 /51 /64 /1 /30 /29 /27 /53 /54 /8 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /75 /7 /67 □ /34 /2 /8 /2 /75 /39 /80
/30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30/1 /76 /58 /42 /35 /58 □ /46 /77 /57 /57 /35 /57 □ /46 /77 /40 /40 /40 □ /46 /77 /30 /3/62 /6/2 /31 /63 /45 /36 /35 /38 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /42 /44 /70 /36 /43 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /30 /69/62 /6/27 /7 /63 /42 /57 /35 /45 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /42 /58 /70 /36 /57 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /30/71 /1 /2 /81 /62 /6/2 /31 /63 /40 /40 /40 □ /46 /77 /40 /40 /40 □ /46 /77 /43 /36 /42 /35 /58 □ /46 /77 /41 /36 /41 /41 /40 /36 /42 /40 /43 /37 □ /43 /44 /70 /44 /45 /70 /42 /37 /74 /64 /1 /5 /28 /12 /2 /46 /3 /39 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /74 /77 /75 □ /39 /12 /4 /7 /8 /74 /77 /75 □ /34 /4 /5 /2 /8 /27 /12 /7 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /69 /8 /2 /8 /27 /3 /8 /27 /55 /3
/30 /75 /69 □ /41 /35 /36 /57 /44 /35 /41 □ /46 /77
/30 /75 /69 □ /45 /35 /36 /58 /57 /35 /42 □ /46 /77
/30 /75 /69 □ /41 /42 /35 /36/58 /44 /35 /57 □ /46 /77
/30 /75 /69 □ /42 /36 /35 /36/58 /37 /35 /41 □ /46 /77
/30 /75 /69 □ /58 /58 /35 /58/58 /41 /35 /42 □ /46 /77
/30 /75 /69 □ /38 /36 /35 /36/58 /43 /35 /41 □ /46 /77
/0 /1 /2 /1 /3 □ /5 /6
/7 /8 /9/1 □ /10 /8 /11 /12 /13 /14 /15
/16 /17 /18 /17 /19/16 /17 /18 /17 /17/16 /17 /18 /17 /20/16 /17 /18 /17 /21/16 /17 /18 /22 /23/16 /17 /18 /22 /19/16 /17 /18 /22 /17/16 /17 /18 /22 /20 /23
/19
/23
/17 /23
/20 /23
/21 /23
/16 /23 /23
/16 /19 /23
/16 /17 /23
/24 /14 /1 /25 /26 /1 /27 /28 /15
/29 /6 /30 □ /16 /31 /16 □ /0 /1 /25
/23 □ /5 /6 /19 /22 □ /5 /6 /22 /23 □ /5 /6 /32 /22 □ /5 /6 /16 /17 /18 /17 /19 /16 /17 /18 /17 /17 /16 /17 /18 /17 /20 /16 /17 /18 /17 /21 /16 /17 /18 /22 /23 /16 /17 /18 /22 /19 /16 /17 /18 /22 /17 /16 /17 /18 /22 /20 /21 /10 /33
/16 /19 /22 /10 /33
/16 /34 /10 /33
/21 /34 /10 /33
/24 /14 /1 /25 /26 /1 /27 /28 /15
/29 /6 /30 □ /16 /31 /16 □ /0 /9/35 /36
/23 □ /5 /6 /19 /22 □ /5 /6 /22 /23 □ /5 /6 /32 /22 □ /5 /6 /16 /17 /18 /17 /19 /16 /17 /18 /17 /17 /16 /17 /18 /17 /20 /16 /17 /18 /17 /21 /16 /17 /18 /22 /23 /16 /17 /18 /22 /19 /16 /17 /18 /22 /17 /16 /17 /18 /22 /20 /21 /10 /33
/16 /19 /22 /10 /33
/16 /34 /10 /33
/21 /34 /10 /33
T T T T T
- LZpeak: 0.0 dB LAStnax O O dB -
- -
E -
,.,
•
,.,
I
T T
- ..., ,..,
j
I
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /12 □ /14 /15/16 /5
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /12 /22 /23 /22 /19 /12 /22 /23 /22 /22 /12 /22 /23 /22 /24 /12 /22 /23 /22 /25 /12 /22 /23 /20 /17 /12 /22 /23 /20 /19 /12 /22 /23 /20 /22 /12 /22 /23 /20 /24 /25 /26 /27
/12 /19 /20 /26 /27
/12 /28 /26 /27
/25 /28 /26 /27
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /29 □ /14 /2 /3
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /12 /22 /23 /22 /19 /12 /22 /23 /22 /22 /12 /22 /23 /22 /24 /12 /22 /23 /22 /25 /12 /22 /23 /20 /17 /12 /22 /23 /20 /19 /12 /22 /23 /20 /22 /12 /22 /23 /20 /24 /24 /30 /29 /26 /27
/12 /17 /17 /26 /27
/12 /28 /26 /27
/25 /28 /26 /27
/19 /17 /28 /26 /27
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /29 □ /14 /15/31 /32
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /12 /22 /23 /22 /19 /12 /22 /23 /22 /22 /12 /22 /23 /22 /24 /12 /22 /23 /22 /25 /12 /22 /23 /20 /17 /12 /22 /23 /20 /19 /12 /22 /23 /20 /22 /12 /22 /23 /20 /24 /24 /30 /29 /26 /27
/12 /17 /17 /26 /27
/12 /28 /26 /27
/25 /28 /26 /27
/19 /17 /28 /26 /27
-
-
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /14 □ /15 /16/17 /5
/18 □ /19 /9 /20 /21 □ /19 /9 /21 /18 □ /19 /9 /22 /21 □ /19 /9 /12 /23 /24 /23 /20 /12 /23 /24 /23 /23 /12 /23 /24 /23 /25 /12 /23 /24 /23 /26 /12 /23 /24 /21 /18 /12 /23 /24 /21 /20 /12 /23 /24 /21 /23 /12 /23 /24 /21 /25 /25 /27 /14 /28 /29
/12 /18 /18 /28 /29
/12 /30 /28 /29
/26 /30 /28 /29
/20 /18 /30 /28 /29
Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 3:02 PM End Time:3:17 PM Run Time:1 x 15 minutes Leq: 61.4 dB
Lmax 80.1 dB
L2 68.8 dB
L8 64.4 dB
L25 59.7 dB
L50 57.7 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street: 446 Hart Drive, El Cajon, California 92021 NM2
224
Hyundai, City of El Cajon. RE 224
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, residential ambiance, 67 Freeway Traffic noise from 36 vehicles passing microphone travelling along Hart Drive during 15 minute measuremnt.
On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. traffic ambiance Pedestrians.
11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM2 looking NW at multifamily residence 446 Hart Dr, El CajonNM2 looking W along Hart Dr towards Graves Ave intersection & 67 Freeway beyond that ( 100 yards ).
Roma Environmental
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
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Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 3:23 PM End Time:3:38 PM Run Time:1 x 15 minutes Leq: 58.5 dB
Lmax 73 dB
L2 66.8 dB
L8 62.4 dB
L25 57.2 dB
L50 55.6 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, residential ambiance, 67 Freeway Traffic noise from 28 vehicles passing microphone travelling along Hart Drive during 15 minute measuremnt.
On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. traffic ambiance Pedestrians.
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street:246 Hart Drive, El Cajon, California 92021 NM3
224
Hyundai, City of El Cajon. RE 224
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM3 looking N towards multifamily residence 246 Hart Drive,NM3 looking down Hart Dr towards Graves Ave intersection El Cajon. ( 175 yards ).
Roma Environmental
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Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 3:45 PM End Time:4:00 PM Run Time:1 x 15 minutes Leq: 59.5 dB
Lmax 74 dB
L2 68.0 dB
L8 63.7 dB
L25 57.6 dB
L50 55.0 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street:316 Hart Drive, El Cajon, California 92021 NM4
224
Hyundai, City of El Cajon. RE 224
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, residential ambiance, 67 Freeway Traffic noise from 27 vehicles passing microphone travelling along Hart Drive during 15 minute measuremnt.
On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. traffic ambiance Pedestrians.
11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM4 looking N towards multifamily residence 316 Hart Drive,NM4 looking down Hart Dr towards Graves Ave intersection El Cajon. ( 240 yards ).
Roma Environmental
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
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/0 /1 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /3/39 /12 /6/11 /4 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /36 /36 /36 /40 /36 /41 /41 /42 /38 /36 /38 /38 /36 /43 /44 /40 □ /44 /43 /37 /43 /38 /43 /42 /30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /28 /45 /46 /27 /7 /0 /1 /8 /1 /5 /30 /31 /32 /44 /36 /36 /36 /40 /36 /41 /41 /26 /27 /5 /6/47 /2 /5 /1/38 /35 /37 /36 /37
/48 /3 /1 /5 /49 /2 /7 □ /50 /45 /47 /2 /5 /45 □ /51 /2 /28 /28 /2 /52 /53 /1 /5 /30 /12 /54 /2 /8 /27 /12 /7/29 /0 /37 □ /40 /38 /55 /37 /56 /25 /37 /44 /35 /57 /43 /58 /29 □ /44 /44 /59 /55 /43 /57 /25 /40 /40 /35 /36 /59 /58 /60 /61 /12 /46 □ /34 /1 /3 /54 /5 /27 /11 /8 /27 /12 /7/44 /43 □ /6/27 /7 /4 /8 /1 □ /7 /12 /27 /3 /1 □ /6/1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /62 □ /44 □ /31 □ /44 /43 □ /6/27 /7 /4 /8 /1 /3 □ /63 /29 /12 /8 /1 /10 /12 /6/2 □ /50 /7 /64 /65 □ /66 /67 /4 /7 /45 /2 /27 □ /50 /28 □ /39 /2 /68 /12 /7 □ /10 /50 /38 /38 /37 /69 /8 /2 /5 /8 □ /32 /27 /6/1/38 /36 /38 /38 /42 /36 /43 /42 /44 /40 □ /44 /43 /70 /37 /43 /70 /38 /43/34 /4 /5 /2 /8 /27 /12 /7/36 /70 /44 /43 /70 /36 /36 /35 /36 /50 /7 /45 □ /32 /27 /6/1/38 /36 /38 /38 /42 /36 /43 /42 /44 /40 □ /44 /59 /70 /36 /36 /70 /38 /43/10 /4 /7 □ /32 /27 /6/1/36 /70 /44 /43 /70 /36 /36 /35 /36/71 /2 /4 /3 /1 □ /32 /27 /6/1/36 /70 /36 /36 /70 /36 /36 /35 /36 □
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/30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30/1 /76 /43 /41 /35 /43 □ /45 /77 /57 /36 /35 /56 □ /45 /77 /42 /42 /42 □ /45 /77 /30 /3/62 /6/2 /31 /63 /57 /37 /35 /36 □ /45 /77 /38 /36 /38 /38 /42 /36 /43 /42 /44 /40 □ /44 /43 /70 /43 /37 /70 /37 /44 /42 /42 /42 □ /45 /77 /42 /42 /42 □ /45 /77 /30 /69/62 /6/27 /7 /63 /43 /44 /35 /44 □ /45 /77 /38 /36 /38 /38 /42 /36 /43 /42 /44 /40 □ /44 /43 /70 /43 /56 /70 /44 /57 /42 /42 /42 □ /45 /77 /42 /42 /42 □ /45 /77 /30/71 /1 /2 /81 /62 /6/2 /31 /63 /42 /42 /42 □ /45 /77 /42 /42 /42 □ /45 /77 /44 /36 /43 /35 /44 □ /45 /77 /38 /36 /38 /38 /42 /36 /43 /42 /44 /40 □ /44 /43 /70 /43 /36 /70 /40 /43 /74 /64 /1 /5 /28 /12 /2 /45 /3 /39 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /74 /77 /75 □ /39 /12 /4 /7 /8 /74 /77 /75 □ /34 /4 /5 /2 /8 /27 /12 /7 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /69 /8 /2 /8 /27 /3 /8 /27 /54 /3
/30 /75 /69 □ /38 /35 /36 /59 /56 /35 /36 □ /45 /77
/30 /75 /69 □ /56 /35 /36 /59 /40 /35 /57 □ /45 /77
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r r r r
- LZpeak: 0.0 dB LAStnax O O dB -
- -
1-f .... ------...._ __ ........, ...... ___ .., ____________ ,,..... _____________________ .., ___ 7 -
........ - -~·-~-- - _...,......_.
/0 /1 /2 /3 /4 /2 /5 /6 /7
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/20 /18 /30 /28 /29
Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 4:16 PM End Time:4:33 PM Run Time:1 x 15 minutes Leq: 61.6 dB
Lmax 77.1 dB
L2 71.2 dB
L8 66.8 dB
L25 58.4 dB
L50 55.1 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, residential ambiance, 67 Freeway Traffic noise from 25 vehicles passing microphone travelling along Hart Drive during 15 minute measuremnt.
On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. traffic ambiance Pedestrians.
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street:303 Hart Drive, El Cajon, California 92021 NM5
224
Hyundai, City of El Cajon. RE 224
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM5 looking SE towards frontyard of residence 303 Hart Drive,NM5 looking N across Hart Drive towards multifamily residence El Cajon. 246 Hart Drive, El Cajon.
Roma Environmental
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
/13 /14 /15 /16 /17 /18 □ /20 /21 /22/22/23 /17 /24
/0 /1 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /3/39 /12 /6/11 /4 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /36 /36 /36 /38 /36 /40 /40 /41 /42 /36 /42 /42 /36 /43 /44 /38 □ /44 /45 /44 /46 /36 /42 /41 /30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /38 /35 /28 /47 /48 /27 /7 /0 /1 /8 /1 /5 /30 /31 /32 /44 /36 /36 /36 /38 /36 /40 /40 /26 /27 /5 /6/49 /2 /5 /1/42 /35 /37 /36 /37
/50 /3 /1 /5 /51 /2 /7 □ /52 /47 /49 /2 /5 /47 □ /53 /2 /28 /28 /2 /54 /55 /1 /5 /30 /12 /56 /2 /8 /27 /12 /7/29 /0 /43 □ /38 /42 /57 /37 /46 /25 /37 /44 /35 /42 /36 /58 /29 □ /44 /44 /45 /57 /43 /59 /25 /38 /37 /35 /37 /45 /58 /60 /61 /12 /48 □ /34 /1 /3 /56 /5 /27 /11 /8 /27 /12 /7/44 /43 □ /6/27 /7 /4 /8 /1 □ /7 /12 /27 /3 /1 □ /6/1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /62 □ /44 □ /31 □ /44 /43 □ /6/27 /7 /4 /8 /1 /3 □ /63 /29 /12 /8 /1 /10 /12 /6/2 □ /52 /7 /64 /65 □ /66 /67 /4 /7 /47 /2 /27 □ /52 /28 □ /39 /2 /68 /12 /7 □ /10 /52 /42 /42 /37 /69 /8 /2 /5 /8 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /44 /46 /70 /36 /42/34 /4 /5 /2 /8 /27 /12 /7/36 /70 /44 /43 /70 /36 /36 /35 /36 /52 /7 /47 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /38 /38 /70 /36 /42/10 /4 /7 □ /32 /27 /6/1/36 /70 /44 /43 /70 /36 /36 /35 /36/71 /2 /4 /3 /1 □ /32 /27 /6/1/36 /70 /36 /36 /70 /36 /36 /35 /36 □
/13 /14 /72 /21 /73 /18 /72
/74 /64 /1 /5 /2 /28 /28 □ /0 /1 /8 /5 /27 /56 /3
/30 /75/1 /76 /45 /44 /35 /45 □ /47 /77
/30 /75 /52 /40 /44 /35 /44 □ /47 /77/69 /52 /75 /41 /41 /41 □ /47 /77 /52 /75 /44 /37 /38 /35 /36 □ /78 /71 /2 /79 /55/30 /75 /26 /32 /0 /43 /45 /59 /35 /45 □ /47 /77 /52 /75 /46 /37 /35 /45 □ /6/71 /2 /79 /55
/52 /75 /37 /36 /42 /42 /35 /40 □ /6/71 /2 /79 /55
/30 /80/11 /1 /2 /81 /44 /36 /37 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /38 /36 /70 /37 /59 /30 /75 /69/6/2 /31 /59 /59 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /42 /45 /70 /37 /42 /30 /75 /69/6/27 /7 /43 /36 /35 /43 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /42 /46 /70 /37 /45 /30 /75/1 /76 /45 /44 /35 /45 □ /47 /77
/30 /39/1 /76 /59 /38 /35 /44 □ /47 /77/30 /39/1 /76□ /41 □ /30 /75/1 /76 /44 /44 /35 /43 □ /47 /77 /30 /75 /51/1 /76 /45 /37 /35 /42 □ /47 /77/30 /75 /51/1 /76□ /41 □ /30 /75/1 /76 /42 /35 /59 □ /47 /77 /52 /31 /56 /1 /1 /47 /2 /7 /56 /1 /3 /39 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /30 /75 /69 □ /82 □ /45 /43 /35 /36 □ /47 /77/42 /42 /36 /70 /36 /44 /70 /43 /42 /35 /43 /30 /75 /69 □ /82 □ /46 /43 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /38 /43 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /38 /59 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /37 /36 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /39 /12 /6/6/4 /7 /27 /8 /67 □ /29 /12 /27 /3 /1 /30 /34 /29 /30 /34 /2 /67 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /36 /35 /36 □ /47 /77 /30 /34 /52 /29 /30 /34 /2 /67 /30 /52 /64 /1 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /75 /7 /67 □ /34 /2 /8 /2 /75 /39 /80
/30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30/1 /76 /45 /44 /35 /45 □ /47 /77 /59 /38 /35 /44 □ /47 /77 /41 /41 /41 □ /47 /77 /30 /3/62 /6/2 /31 /63 /59 /59 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /42 /45 /70 /37 /42 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /30 /69/62 /6/27 /7 /63 /43 /36 /35 /43 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /42 /46 /70 /37 /45 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /30/71 /1 /2 /81 /62 /6/2 /31 /63 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /44 /36 /37 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /38 □ /44 /45 /70 /38 /36 /70 /37 /59 /74 /64 /1 /5 /28 /12 /2 /47 /3 /39 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /74 /77 /75 □ /39 /12 /4 /7 /8 /74 /77 /75 □ /34 /4 /5 /2 /8 /27 /12 /7 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /69 /8 /2 /8 /27 /3 /8 /27 /56 /3
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/20 □ /5 /6 /19 /32 □ /5 /6 /32 /20 □ /5 /6 /33 /32 □ /5 /6 /16 /17 /18 /16 /22 /16 /17 /18 /19 /20 /16 /17 /18 /19 /19 /16 /17 /18 /19 /21 /16 /17 /18 /19 /17 /16 /17 /18 /19 /22 /16 /17 /18 /23 /20 /16 /17 /18 /23 /19 /22 /10 /34
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r r r r r r r
- LZpeak: 0.0 dB LAStnax O O dB -
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t
,..., ,..,, ~---__ ......._,.,,, ____ ~----~
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Noise Measurement Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 83 deg F Wind: 8 mph Humidity: 16% Terrain:
Start Time: 4:57 PM End Time:5:12 PM Run Time:1 x 15 minutes Leq: 62.7 dB
Lmax 83 dB
L2 68.0 dB
L8 63.5 dB
L25 61.3 dB
L50 59.9 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
May 13, 2022
Ian Gallagher
Nearest Address or Cross Street:1069 Graves Ave #100, El Cajon, California 92021 NM6
224
Hyundai, City of El Cajon. RE 224
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear blue skies, sunshine.
Larson Davis CAL250
Bird song, breeze rustling vegetation & leaves, pedestrians.
Traffic noise from Graves Avenue, Broadway, Balantyne St & 67 Freeway On-site: Demolished amusement park, soil, broken concrete. Asphalt parking lot Adjacent: Residential N & E, 67 Freeway running N,S immediately W of site. Commercial S & W of site. 11/18/202111/17/2021
5/13/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
Cal 250
2723
Roma Environmental
Noise Measurement Field Data
PHOTOS:
NM6 looking S towards Broadway (300 yards), 1069 Graves AveNM6 looking W towards Graves Avenue & 67 Freeway #100, El Cajon on the right. ( 120 yards ).
Roma Environmental
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
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/0 /1 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /37 /35 /3/38 /12 /6/11 /4 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /36 /36 /36 /39 /36 /40 /40 /41 /42 /36 /42 /42 /36 /43 /44 /39 □ /44 /45 /43 /46 /39 /44 /41 /30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /37 /35 /28 /47 /48 /27 /7 /0 /1 /8 /1 /5 /30 /31 /32 /44 /36 /36 /36 /39 /36 /40 /40 /26 /27 /5 /6/49 /2 /5 /1/42 /35 /37 /36 /37
/50 /3 /1 /5 /51 /2 /7 □ /52 /47 /49 /2 /5 /47 □ /53 /2 /28 /28 /2 /54 /55 /1 /5 /30 /12 /56 /2 /8 /27 /12 /7/29 /0 /46 □ /39 /42 /57 /37 /58 /25 /39 /46 /35 /44 /36 /59 /29 □ /44 /44 /45 /57 /43 /46 /25 /39 /45 /35 /58 /46 /59 /60 /61 /12 /48 □ /34 /1 /3 /56 /5 /27 /11 /8 /27 /12 /7/44 /43 □ /6/27 /7 /4 /8 /1 □ /7 /12 /27 /3 /1 □ /6/1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /62 □ /44 □ /31 □ /44 /43 □ /6/27 /7 /4 /8 /1 /3 □ /63 /29 /12 /8 /1 /10 /12 /6/2 □ /52 /7 /64 /65 □ /66 /67 /4 /7 /47 /2 /27 □ /52 /28 □ /38 /2 /68 /12 /7 □ /10 /52 /42 /42 /37 /69 /8 /2 /5 /8 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /45 /70 /43 /46 /70 /39 /44/34 /4 /5 /2 /8 /27 /12 /7/36 /70 /44 /43 /70 /36 /36 /35 /36 /52 /7 /47 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /44 /42 /70 /39 /44/10 /4 /7 □ /32 /27 /6/1/36 /70 /44 /43 /70 /36 /36 /35 /36/71 /2 /4 /3 /1 □ /32 /27 /6/1/36 /70 /36 /36 /70 /36 /36 /35 /36 □
/13 /14 /72 /21 /73 /18 /72
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/30 /75 /52 /40 /42 /35 /42 □ /47 /77/69 /52 /75 /41 /41 /41 □ /47 /77 /52 /75 /44 /58 /43 /35 /58 □ /78 /71 /2 /79 /55/30 /75 /26 /32 /0 /43 /45 /46 /35 /44 □ /47 /77 /52 /75 /58 /43 /35 /40 □ /6/71 /2 /79 /55
/52 /75 /37 /36 /42 /40 /35 /46 □ /6/71 /2 /79 /55
/30 /80/11 /1 /2 /81 /44 /36 /37 /35 /37 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /42 /70 /42 /36 /30 /75 /69/6/2 /31 /58 /39 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /42 /70 /42 /44 /30 /75 /69/6/27 /7 /43 /45 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /45 /70 /36 /40 /30 /75/1 /76 /45 /42 /35 /46 □ /47 /77
/30 /38/1 /76 /46 /37 /35 /42 □ /47 /77/30 /38/1 /76□ /41 □ /30 /75/1 /76 /44 /44 /35 /43 □ /47 /77 /30 /75 /51/1 /76 /45 /37 /35 /43 □ /47 /77/30 /75 /51/1 /76□ /41 □ /30 /75/1 /76 /44 /35 /58 □ /47 /77 /52 /31 /56 /1 /1 /47 /2 /7 /56 /1 /3 /38 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /30 /75 /69 □ /82 □ /45 /43 /35 /36 □ /47 /77/44 /44 /36 /70 /36 /44 /70 /36 /44 /35 /40 /30 /75 /69 □ /82 □ /58 /43 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /39 /43 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /39 /46 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /30 /80 /11 /1 /2 /81 □ /82 □ /44 /37 /36 /35 /36 □ /47 /77/36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /38 /12 /6/6/4 /7 /27 /8 /67 □ /29 /12 /27 /3 /1 /30 /34 /29 /30 /34 /2 /67 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /36 /35 /36 □ /47 /77 /30 /34 /52 /29 /30 /34 /2 /67 /30 /52 /64 /1 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /75 /7 /67 □ /34 /2 /8 /2 /75 /38 /80
/30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30 /1 /64 /1 /28 /32 /27 /6/1 □ /69 /8 /2 /6/11 /30/1 /76 /45 /42 /35 /46 □ /47 /77 /46 /37 /35 /42 □ /47 /77 /41 /41 /41 □ /47 /77 /30 /3/62 /6/2 /31 /63 /58 /39 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /42 /70 /42 /44 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /30 /69/62 /6/27 /7 /63 /43 /45 /35 /36 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /45 /70 /36 /40 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /30/71 /1 /2 /81 /62 /6/2 /31 /63 /41 /41 /41 □ /47 /77 /41 /41 /41 □ /47 /77 /44 /36 /37 /35 /37 □ /47 /77 /42 /36 /42 /42 /41 /36 /43 /41 /44 /39 □ /44 /46 /70 /36 /42 /70 /42 /36 /74 /64 /1 /5 /28 /12 /2 /47 /3 /38 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /74 /77 /75 □ /38 /12 /4 /7 /8 /74 /77 /75 □ /34 /4 /5 /2 /8 /27 /12 /7 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /36 /36 /70 /36 /36 /70 /36 /36 /35 /36 /69 /8 /2 /8 /27 /3 /8 /27 /56 /3
/30 /75 /69 □ /42 /35 /36 /45 /58 /35 /36 □ /47 /77
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r
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I
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/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /12 /22 /23 /20 /24 /12 /21 /23 /17 /17 /12 /21 /23 /17 /19 /12 /21 /23 /17 /25 /12 /21 /23 /17 /22 /12 /21 /23 /17 /24 /12 /21 /23 /12 /17 /12 /21 /23 /12 /19 /22 /30 /29 /26 /27
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/12 /28 /26 /27
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/19 /17 /28 /26 /27
/0 /1 /2 /3 /4 /2 /5 /6 /7
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/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /12 /22 /23 /20 /24 /12 /21 /23 /17 /17 /12 /21 /23 /17 /19 /12 /21 /23 /17 /25 /12 /21 /23 /17 /22 /12 /21 /23 /17 /24 /12 /21 /23 /12 /17 /12 /21 /23 /12 /19 /22 /30 /29 /26 /27
/12 /17 /17 /26 /27
/12 /28 /26 /27
/24 /28 /26 /27
/19 /17 /28 /26 /27
/0 /1 /2 /3 /4 /2 /5 /6 /7
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/18 □ /19 /9 /20 /21 □ /19 /9 /21 /18 □ /19 /9 /22 /21 □ /19 /9 /12 /23 /24 /21 /25 /12 /22 /24 /18 /18 /12 /22 /24 /18 /20 /12 /22 /24 /18 /26 /12 /22 /24 /18 /23 /12 /22 /24 /18 /25 /12 /22 /24 /12 /18 /12 /22 /24 /12 /20 /23 /27 /14 /28 /29
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APPENDIX B
SoundPLAN Input/Output
Frequency spectrum [dB(A)] Corrections
Source name Reference Level 31 63 125 250 500 1 2 4 8 16 Cwall CI CT dB(A) Hz Hz Hz Hz Hz kHz kHz kHz kHz kHz dB dB dB
Dryer 1 Lw/unit Day 96.5 - 67.2 77.0 89.9 92.3 89.7 88.2 82.0 72.8 - - - - Dryer 2 Lw/unit Day 96.5 - 67.2 77.0 89.9 92.3 89.7 88.2 82.0 72.8 - - - - Dryer 3 Lw/unit Day 96.5 - 67.2 77.0 89.9 92.3 89.7 88.2 82.0 72.8 - - - - HVAC1 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC2 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC3 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC4 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC5 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC6 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC7 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC8 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC9 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC10 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC11 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC12 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC13 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC14 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC15 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC16 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC17 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC18 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC19 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - HVAC20 Lw/unit Day 78.7 42.5 46.5 59.5 64.5 58.5 69.5 71.5 70.5 72.5 72.5 - - - Noise emissions of industry sources
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Parking bays Movements Corrections Level
Name Day Lmax Parking lot type Day Night
dB(A) dB(A) dB(A)
1 37.0 0.300 0.000 Car parking lots 0.0 47.5 0.0
2 52.0 0.300 0.000 Car parking lots 0.0 48.9 0.0
3 17.0 0.300 0.000 Car parking lots 0.0 44.1 0.0
4 45.0 0.300 0.000 Car parking lots 0.0 48.3 0.0
5 11.0 0.300 0.000 Car parking lots 0.0 42.2 0.0
Noise emissions of parking lot traffic
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Building Limit Level Conflict
No. Receiver name side Floor Day Day Day
dB(A) dB(A) dB
1 1 - EG - 38.6 -
2 2 - EG - 42.7 -
3 3 - EG - 50.9 -
4 4 - EG - 49.1 -
5 5 - EG - 58.0 -
6 6 - EG - 50.4 -
7 8 - EG - 45.1 -
Receiver list
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Configuration: -- 30hp, Three (3) Fixed Nozzles
Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 100.0 0 ft. 97.0
10 ft. 96.5 10 ft. 94.5
20 ft. 95.0 20 ft. 92.5
30 ft. 94.0 30 ft. 91.0
40 ft. 88.0 40 ft. 85.0
50 ft. 84.0 50 ft. 81.0
60 ft. 81.0 60 ft. 78.0
70 ft. 78.0 70 ft. 76.0
80 ft. 77.0 80 ft. 74.0
90 ft. 75.5 90 ft. 73.0
100 ft. 75.5 100 ft. 72.0
End of Building
Configuration: -- 50hp, Five (5) Fixed Nozzles
Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 102.0 0 ft. 100.5
10 ft. 100.0 10 ft. 97.0
20 ft. 98.5 20 ft. 96.0
30 ft. 96.5 30 ft. 93.5
40 ft. 91.5 40 ft. 88.5
50 ft. 87.5 50 ft. 84.5
60 ft. 84.5 60 ft. 81.5
70 ft. 82.5 70 ft. 79.0
80 ft. 80.5 80 ft. 77.0
90 ft. 79.0 90 ft. 76.0
100 ft. 78.5 100 ft. 75.0
End of Building
Configuration: -- 70hp, Seven (7) Fixed Nozzles
Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 103.0 0 ft. 101.0
10 ft. 102.0 10 ft. 100.0
20 ft. 100.5 20 ft. 97.0
30 ft. 98.5 30 ft. 95.5
40 ft. 93.0 40 ft. 90.0
50 ft. 89.0 50 ft. 86.0
60 ft. 86.5 60 ft. 83.5
70 ft. 85.0 70 ft. 81.0
80 ft. 83.0 80 ft. 79.0
90 ft. 82.0 90 ft. 78.0
100 ft. 81.5 100 ft. 76.5
End of Building
Configuration: -- One (1) Fixed Nozzle, Top Center of 1st Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 92.5 0 ft. 92.0
10 ft. 89.5 10 ft. 88.5
20 ft. 88.5 20 ft. 87.5
30 ft. 86.0 30 ft. 86.0
40 ft. 81.0 40 ft. 80.5
50 ft. 77.0 50 ft. 76.0
60 ft. 74.5 60 ft. 73.0
70 ft. 72.0 70 ft. 71.0
80 ft. 70.0 80 ft. 69.0
90 ft. 69.0 90 ft. 68.0
100 ft. 67.0 100 ft. 68.0
End of Building
Configuration: - Two (2) Fixed Nozzles, Top of 1st Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 97.5 0 ft. 95.0
10 ft. 94.5 10 ft. 92.0
20 ft. 93.0 20 ft. 91.0
30 ft. 91.0 30 ft. 89.0
40 ft. 85.5 40 ft. 83.0
50 ft. 81.5 50 ft. 79.0
60 ft. 78.5 60 ft. 76.5
70 ft. 76.5 70 ft. 74.0
80 ft. 75.0 80 ft. 73.0
90 ft. 73.5 90 ft. 72.0
100 ft. 72.5 100 ft. 71.0
End of Building
Configuration: -- Four (4) Fixed Nozzles, 1st & 2nd Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 101.0 0 ft. 99.0
10 ft. 99.0 10 ft. 96.0
20 ft. 98.0 20 ft. 95.0
30 ft. 96.0 30 ft. 93.0
40 ft. 91.0 40 ft. 87.0
50 ft. 86.5 50 ft. 83.0
60 ft. 83.5 60 ft. 80.0
70 ft. 81.5 70 ft. 77.5
80 ft. 79.0 80 ft. 76.0
90 ft. 78.5 90 ft. 75.5
100 ft. 77.5 100 ft. 75.0
End of Building
Configuration: -- Six (6) Fixed Nozzles, 1st, 2nd & 3rd Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 102.0 0 ft. 101.0
10 ft. 101.0 10 ft. 98.5
20 ft. 100.0 20 ft. 96.5
30 ft. 98.0 30 ft. 94.5
40 ft. 93.0 40 ft. 89.5
50 ft. 88.5 50 ft. 85.5
60 ft. 86.5 60 ft. 82.5
70 ft. 84.5 70 ft. 81.0
80 ft. 82.5 80 ft. 78.5
90 ft. 82.0 90 ft. 77.5
100 ft. 81.0 100 ft. 76.0
End of Building
Configuration: -- Eight (8) Fixed Nozzles, 1st, 2nd & 3rd Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 103.0 0 ft. 101.0
10 ft. 102.5 10 ft. 100.5
20 ft. 101.0 20 ft. 98.0
30 ft. 98.5 30 ft. 96.0
40 ft. 94.0 40 ft. 90.0
50 ft. 89.5 50 ft. 86.5
60 ft. 87.0 60 ft. 84.0
70 ft. 84.5 70 ft. 82.0
80 ft. 83.0 80 ft. 80.0
90 ft. 82.0 90 ft. 78.5
100 ft. 81.5 100 ft. 77.5
End of Building
Configuration: -- Nine (9) Fixed Nozzles, 1st, 2nd & 3rd Arch Readings without Silencers Readings with Silencers
Distance Noise Level (DbA) Distance Noise Level (DbA)
0 ft. 103.5 0 ft. 101.5
10 ft. 103.0 10 ft. 102.0
20 ft. 102.0 20 ft. 98.5
30 ft. 99.5 30 ft. 96.5
40 ft. 94.0 40 ft. 91.0
50 ft. 90.0 50 ft. 87.0
60 ft. 87.5 60 ft. 84.0
70 ft. 86.0 70 ft. 82.0
80 ft. 84.0 80 ft. 80.0
90 ft. 83.0 90 ft. 78.5
100 ft. 82.0 100 ft. 78.0
End of Building
APPENDIX C
Construction Noise Calculations
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor2 Item Usage Percent Receptor Item Leq, dBA Sawzall 1 90 235 40 72.2
Excavators 3 84 235 40 71.3
Dozers 2 85 235 40 70.6
74.5 Dozers 3 85 235 40 72.3
Tractors/Loaders/Backhoes 4 84 235 40 72.6
72.6 Cranes 1 83 235 16 61.6
Forklifts 3 61 235 50 49.3
Generator Sets 1 81 235 50 64.5
Welders 1 74 235 40 56.6
Tractors/Loaders/Backhoes 3 84 235 40 71.3
72.7 Cement and Mortar Mixers 2 79 235 40 64.6
Pavers 2 77 235 50 63.6
Rollers 2 80 235 20 62.6
68.4 Air Compressors 1 80 235 40 62.6
62.6 Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (2) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Building Construction
Paving
Receptor - Residential Property Line to the North
Demolition
Architectural Coating
Site Preparation
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor2 Item Usage Percent Receptor Item Leq, dBA Sawzall 1 90 330 40 69.2
Excavators 3 84 330 40 68.4
Dozers 2 85 330 40 67.6
71.5 Dozers 3 85 330 40 69.4
Tractors/Loaders/Backhoes 4 84 330 40 69.7
69.7 Cranes 1 83 330 16 58.7
Forklifts 3 61 330 50 46.4
Generator Sets 1 81 330 50 61.6
Welders 1 74 330 40 53.6
Tractors/Loaders/Backhoes 3 84 330 40 68.4
69.7 Cement and Mortar Mixers 2 79 330 40 61.6
Pavers 2 77 330 50 60.6
Rollers 2 80 330 20 59.6
65.5 Air Compressors 1 80 330 40 59.6
59.6 Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (2) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential Property Line to the East
Demolition
Site Preparation
Architectural Coating
Building Construction
Paving
APPENDIX D
Groundborne Vibration Calculations/
Project: Hyundai Date: 1/28/16
Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address: Project Site
PPV = PPVref(5/D)^n (in/sec)
Equipment = INPUT SECTION IN BLUE
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 105.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.024 IN/SEC OUTPUT IN RED
DATA OUT RESULTS
1 Vibratory Roller
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
VIBRATION LEVEL IMPACT
Project Site
DATA INPUT
I
I
I
I
Project: Hyundai Date: 1/28/16
Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address: Project Site
PPV = PPVref(5/D)^n (in/sec)
Equipment = INPUT SECTION IN BLUE
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 120.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.020 IN/SEC OUTPUT IN RED
DATA OUT RESULTS
1 Vibratory Roller
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
VIBRATION LEVEL IMPACT
Project Site
DATA INPUT
I
I
I
I
Project: Hyundai Date: 1/28/16
Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address: Project Site
PPV = PPVref(5/D)^n (in/sec)
Equipment = INPUT SECTION IN BLUE
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 105.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.010 IN/SEC OUTPUT IN RED
DATA OUT RESULTS
2 Large Bulldozer
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
VIBRATION LEVEL IMPACT
Project Site
DATA INPUT
I
I
I
I
Project: Hyundai Date: 1/28/16
Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address: Project Site
PPV = PPVref(5/D)^n (in/sec)
Equipment = INPUT SECTION IN BLUE
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 120.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.008 IN/SEC OUTPUT IN RED
DATA OUT RESULTS
2 Large Bulldozer
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
VIBRATION LEVEL IMPACT
Project Site
DATA INPUT
I
I
I
I
County of San Diego
City of El Cajon
HART DR
GRAVES AVE
N MAGNOLIA AVE
BALLANTYNE ST
VERNON WY
COOGAN WY
SR-67
M
C-R
C-R
C-G
C-G
PRD-
LOW-
MED
Subject site
¯
All property owners within this line
shall receive notification