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Appendices SEIR No. 339 City of Anaheim Appendix D Noise Modeling Output ---PAGE BREAK--- Appendices The Planning Center August 2010 This page left blank intentionally. ---PAGE BREAK--- Federal Highway Administration (FHWA) Traffic Noise Prediction Model The Platinum Triangle - Base Scenario d 24-hour Traffic Volume Distance to CNEL from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline e e Future Future Existing Future No Project Future With Project Change Change p Without With 50.0 60 65 70 50.0 60 65 70 50.0 60 65 70 From due to Roadway Segment S Existing Project Project Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Existing Project Anaheim Boulevard Katella Ave to I-5 Freeway 40 19,380 30,590 31,080 73.2 380 176 82 75.2 515 239 111 75.3 521 242 112 2.1 0.1 I-5 Freeway to Cerritos Ave 40 33,160 53,130 55,320 75.5 544 252 117 77.6 745 346 160 77.8 765 355 165 2.2 0.2 Cerritos Ave to Ball Rd 40 26,790 43,930 46,190 74.6 472 219 102 76.8 656 304 141 77.0 678 315 146 2.4 0.2 Ball Rd to Vermont St 35 25,230 37,690 39,160 73.4 390 181 84 75.1 509 236 110 75.3 522 242 113 1.9 0.2 Anaheim Way State College Blvd to Orangewood Ave 45 3,220 13,360 15,130 66.3 132 61 29 72.5 342 159 74 73.1 371 172 80 6.7 0.5 Orangewood Ave to Katella Ave 45 18,190 25,230 26,650 73.9 420 195 90 75.3 522 242 113 75.5 542 251 117 1.7 0.2 Katella Ave to Anaheim Blvd 45 10,730 15,650 18,110 71.6 295 137 64 73.2 380 176 82 73.8 419 194 90 2.3 0.6 Ball Road Walnut St to Disneyland Dr 40 34,020 41,120 42,390 75.7 553 257 119 76.5 628 291 135 76.6 640 297 138 1.0 0.1 Disneyland Dr to Harbor Blvd 40 44,320 56,710 58,690 76.8 660 306 142 77.9 778 361 168 78.0 796 369 171 1.2 0.1 Harbor Blvd to Anaheim Blvd 40 36,890 45,610 47,460 76.0 584 271 126 76.9 672 312 145 77.1 691 321 149 1.1 0.2 Anaheim Blvd to East St 40 35,280 44,140 46,390 75.8 567 263 122 76.8 658 305 142 77.0 680 316 147 1.2 0.2 East St to State College Blvd 40 38,110 44,720 47,540 76.2 597 277 129 76.8 664 308 143 77.1 691 321 149 1.0 0.3 State College Blvd to Sunkist St 40 40,500 46,630 48,590 76.4 621 288 134 77.0 682 317 147 77.2 701 326 151 0.8 0.2 Sunkist St to SR-57 Freeway 40 48,400 58,790 61,800 77.2 700 325 151 78.0 796 370 172 78.3 823 382 177 1.1 0.2 SR-57 Freeway to Main St 40 32,740 59,090 60,250 75.5 539 250 116 78.1 799 371 172 78.1 810 376 174 2.6 0.1 Cerritos Avenue Anaheim Blvd to Lewis St 40 11,710 26,370 30,130 71.0 272 126 59 74.6 467 217 101 75.1 510 237 110 4.1 0.6 Lewis St to State College Blvd 40 10,030 26,010 29,510 70.4 245 114 53 74.5 462 215 100 75.0 503 234 108 4.7 0.5 State College Blvd to Sunkist St 40 6,180 16,380 19,870 68.3 177 82 38 72.5 340 158 73 73.3 386 179 83 5.1 0.8 Sunkist St to Douglass Rd 40 4,520 22,300 26,820 66.9 144 67 31 73.8 417 194 90 74.6 472 219 102 7.7 0.8 Chapman Avenue State College Blvd to SR-57 Freeway 40 30,740 37,220 38,400 75.2 517 240 111 76.0 587 273 127 76.2 600 278 129 1.0 0.1 SR-57 Freeway to Main St 40 27,260 32,610 33,930 74.7 477 221 103 75.5 538 250 116 75.6 552 256 119 1.0 0.2 The City Drive SR-22 Freeway to Chapman Ave 35 20,980 31,710 33,030 72.6 344 160 74 74.4 454 211 98 74.5 466 216 100 2.0 0.2 Clementine Street Orangewood Ave to Gene Autry Way 40 NA 8,070 9,010 69.4 212 98 46 69.9 228 106 49 0.5 Gene Autry Way to Katella Ave 40 NA 5,530 5,720 67.8 165 76 35 67.9 168 78 36 0.1 Katella Ave to Manchester Ave 40 7,510 8,400 8,470 69.1 202 94 44 69.6 218 101 47 69.6 219 102 47 0.5 0.0 Collins Avenue Eckhoff St to Main St 40 6,620 20,280 20,830 68.5 186 86 40 73.4 392 182 84 73.5 399 185 86 5.0 0.1 Main St to Batavia St 40 10,800 23,270 23,650 70.7 257 119 55 74.0 429 199 93 74.1 434 201 94 3.4 0.1 Batavia St to Glassell St 40 14,710 21,360 21,820 72.0 316 147 68 73.6 406 188 87 73.7 411 191 89 1.7 0.1 Disney Way Harbor Blvd to Clementine St 35 7,770 15,600 17,040 68.3 178 82 38 71.3 283 131 61 71.7 300 139 65 3.4 0.4 Clementine St to Anaheim Blvd 35 13,880 24,690 26,660 70.8 262 121 56 73.3 384 178 83 73.6 404 188 87 2.8 0.3 Douglass Street Katella Ave to Cerritos Ave 35 6,910 24,550 28,540 67.7 164 76 35 73.3 383 178 82 73.9 423 196 91 6.2 0.7 Eckhoff Street Orangewood Ave to Collins Ave 40 10,870 27,340 27,760 70.7 259 120 56 74.7 478 222 103 74.8 483 224 104 4.1 0.1 Gene Autry Way Harbor Blvd to Clementine St 40 NA 22,960 24,940 73.9 426 198 92 74.3 450 209 97 0.4 Clementine St to Haster St 40 NA 27,890 30,800 74.8 484 225 104 75.2 518 240 112 0.4 Haster St to I-5 Freeway 40 NA 32,420 38,780 75.4 536 249 115 76.2 604 280 130 0.8 I-5 Freeway to State College Blvd 40 2,220 32,850 45,660 63.8 90 42 19 75.5 540 251 116 76.9 673 312 145 13.1 1.4 Harbor Boulevard Chapman Ave to Orangewood Ave 40 35,560 48,780 50,300 75.8 570 264 123 77.2 703 326 152 77.4 718 333 155 1.5 0.1 Orangewood Ave to Convention Way 40 35,870 46,890 47,440 75.9 573 266 123 77.1 685 318 148 77.1 690 320 149 1.2 0.1 Convention Way to Katella Ave 40 40,430 49,980 50,350 76.4 621 288 134 77.3 715 332 154 77.4 718 333 155 1.0 0.0 Katella Ave to Disney Way 35 38,410 55,020 56,730 75.2 516 239 111 76.8 655 304 141 76.9 669 310 144 1.7 0.1 Disney Way to Manchester Ave 35 41,340 53,490 54,500 75.5 541 251 117 76.6 643 298 139 76.7 651 302 140 1.2 0.1 Manchester Ave to I-5 Freeway 35 39,450 55,420 57,240 75.3 525 244 113 76.8 658 306 142 76.9 673 312 145 1.6 0.1 I-5 Freeway to Ball Rd 35 44,360 57,660 59,290 75.8 568 263 122 77.0 676 314 146 77.1 689 320 148 1.3 0.1 Ball Rd to Vermont St 35 26,900 37,440 38,240 73.7 407 189 88 75.1 507 235 109 75.2 514 239 111 1.5 0.1 Haster Street I-5 Freeway to Ball Rd 40 18,190 36,460 38,010 72.9 364 169 79 76.0 579 269 125 76.1 596 276 128 3.2 0.2 Ball Rd to Vermont St 40 19,760 37,170 39,830 73.3 385 179 83 76.0 587 272 126 76.3 614 285 132 3.0 0.3 Howell Avenue State College Blvd to Sunkist St 35 4,390 15,580 22,000 65.8 121 56 26 71.3 283 131 61 72.8 356 165 77 7.0 1.5 Sunkist St to Katella Ave 35 5,830 6,380 7,910 67.0 147 68 32 67.4 156 72 34 68.3 180 83 39 1.3 0.9 ---PAGE BREAK--- Katella Avenue Euclid St to Ninth St 40 31,470 49,450 50,900 75.3 525 244 113 77.3 710 329 153 77.4 724 336 156 2.1 0.1 Ninth St to Walnut St 40 29,270 47,260 48,170 75.0 500 232 108 77.1 689 320 148 77.2 697 324 150 2.2 0.1 Walnut St to Disneyland Dr 40 35,240 55,400 56,930 75.8 566 263 122 77.8 766 355 165 77.9 780 362 168 2.1 0.1 Disneyland Dr to Harbor Blvd 40 37,440 64,920 67,110 76.1 590 274 127 78.5 851 395 183 78.6 870 404 187 2.5 0.1 Harbor Blvd to Clementine St 40 39,100 57,480 59,070 76.3 607 282 131 77.9 785 364 169 78.1 799 371 172 1.8 0.1 Clementine St to Anaheim Blvd 40 38,510 57,500 59,650 76.2 601 279 129 77.9 785 364 169 78.1 804 373 173 1.9 0.2 Anaheim Blvd to I-5 Freeway 40 37,830 55,320 57,520 76.1 594 276 128 77.8 765 355 165 77.9 785 364 169 1.8 0.2 Manchester Ave to Anaheim Way 40 35,040 58,160 71,090 75.8 564 262 122 78.0 791 367 170 78.9 904 420 195 3.1 0.9 Anaheim Way to Lewis St 40 35,040 58,160 71,090 75.8 564 262 122 78.0 791 367 170 78.9 904 420 195 3.1 0.9 Lewis St to State College Blvd 40 30,260 48,820 57,860 75.1 512 237 110 77.2 704 327 152 78.0 788 366 170 2.8 0.7 State College Blvd to Sportstown 40 32,800 47,980 51,920 75.5 540 251 116 77.2 696 323 150 77.5 733 340 158 2.0 0.3 Sportstown to Howell Ave 40 34,240 54,380 62,310 75.7 555 258 120 77.7 756 351 163 78.3 828 384 178 2.6 0.6 Howell Ave to Orange Freeway 40 37,990 60,860 71,190 76.1 595 276 128 78.2 815 378 176 78.9 905 420 195 2.7 0.7 Orange Freeway to Main St 40 29,610 54,600 62,900 75.1 504 234 109 77.7 758 352 163 78.3 833 387 180 3.3 0.6 Main St to Batavia St 40 30,280 47,690 51,570 75.2 512 238 110 77.1 693 322 149 77.5 730 339 157 2.3 0.3 Batavia St to Glassell St 40 29,490 46,060 49,250 75.0 503 233 108 77.0 677 314 146 77.3 708 329 152 2.2 0.3 Lewis Street Gene Autry Way to Katella Ave 45 1,440 16,800 25,710 62.8 77 36 17 73.5 398 185 86 75.4 529 245 114 12.5 1.8 Katella Ave to Cerritos Ave 45 7,680 22,360 32,900 70.1 236 110 51 74.8 482 224 104 76.4 623 289 134 6.3 1.7 Cerritos Ave to Ball Rd 45 6,460 20,870 22,950 69.4 211 98 45 74.5 460 214 99 74.9 490 228 106 5.5 0.4 Main Street Chapman Ave to Orangewood Ave 35 20,090 39,050 40,550 72.4 335 155 72 75.3 521 242 112 75.4 535 248 115 3.1 0.2 Orangewood Ave to Collins Ave 40 16,900 28,730 29,410 72.6 347 161 75 74.9 494 229 106 75.0 502 233 108 2.4 0.1 Collins Ave to Katella Ave 40 17,700 30,920 31,360 72.8 358 166 77 75.2 519 241 112 75.3 524 243 113 2.5 0.1 Katella Ave to Taft Ave 40 11,440 21,540 21,730 70.9 267 124 58 73.7 408 189 88 73.7 410 190 88 2.8 0.0 Manchester Avenue Compton Ave to Orangewood Ave 40 6,840 16,590 16,050 68.7 190 88 41 72.5 343 159 74 72.4 335 156 72 3.7 -0.1 Orangewood Ave to Katella Ave 40 11,050 21,540 23,810 70.8 261 121 56 73.7 408 189 88 74.1 436 202 94 3.3 0.4 Katella Ave to Anaheim Blvd 40 1,410 11,500 14,740 61.8 66 31 14 70.9 268 125 58 72.0 317 147 68 10.2 1.1 Orangewood Avenue Harbor Blvd to Haster Ave 40 15,540 20,130 21,480 72.3 328 152 71 73.4 390 181 84 73.7 407 189 88 1.4 0.3 Haster St to Manchester Ave 40 17,950 24,480 25,910 72.9 361 168 78 74.2 444 206 96 74.5 461 214 99 1.6 0.2 Manchester Ave to State College Blvd 40 19,810 28,530 34,410 73.3 386 179 83 74.9 492 228 106 75.7 557 259 120 2.4 0.8 State College Blvd to Rampart St 40 24,490 38,080 50,380 74.2 444 206 96 76.1 596 277 128 77.4 719 334 155 3.1 1.2 Rampart St to SR-57 Freeway 40 23,490 40,050 47,660 74.0 432 201 93 76.4 617 286 133 77.1 692 321 149 3.1 0.8 SR-57 Freeway to Eckhoff St 40 27,720 44,670 49,090 74.8 483 224 104 76.8 663 308 143 77.3 706 328 152 2.5 0.4 Eckhoff St to Main St 40 14,160 17,750 19,610 71.9 308 143 66 72.8 358 166 77 73.3 383 178 83 1.4 0.4 Phoenix Club Drive Honda Center to Ball Rd 25 3,880 13,530 13,510 64.1 94 44 20 69.5 216 100 47 69.5 216 100 47 5.4 0.0 Rampart Street Chapman Ave to Orangewood Ave 35 2,770 16,510 22,510 63.8 89 41 19 71.5 294 136 63 72.9 361 168 78 9.1 1.3 State College Boulevar Chapman Ave to I-5 Freeway 40 26,980 42,370 45,860 74.7 474 220 102 76.6 640 297 138 77.0 675 313 145 2.3 0.3 I-5 Freeway to Orangewood Ave 40 21,400 43,240 48,060 73.6 406 188 87 76.7 649 301 140 77.2 696 323 150 3.5 0.5 Orangewood Ave to Gene Autry Way 40 22,160 39,670 46,900 73.8 416 193 90 76.3 613 284 132 77.1 685 318 148 3.3 0.7 Gene Autry Way to Katella Ave 40 20,120 31,040 34,920 73.4 390 181 84 75.3 520 242 112 75.8 563 261 121 2.4 0.5 Katella Ave to Howell Ave 40 23,980 39,840 46,470 74.1 438 203 94 76.3 615 285 132 77.0 681 316 147 2.9 0.7 Howell Ave to Cerritos Ave 40 3,900 4,640 5,180 66.3 131 61 28 67.0 147 68 32 67.5 158 73 34 1.2 0.5 Cerritos Ave to Ball Rd 40 23,320 25,880 28,570 74.0 430 200 93 74.5 461 214 99 74.9 492 229 106 0.9 0.4 Ball Rd to Wagner Ave 40 24,020 33,130 35,100 74.1 439 204 94 75.5 543 252 117 75.8 565 262 122 1.6 0.3 Struck Avenue Katella Ave to Main St 35 6,720 14,100 15,500 67.6 161 75 35 70.8 264 123 57 71.3 282 131 61 3.6 0.4 Sunkist Street Howell Ave to Cerritos Ave 40 3,900 9,950 12,610 66.3 131 61 28 70.3 244 113 53 71.3 285 132 61 5.1 1.0 Cerritos Ave to Ball Rd 40 7,720 11,240 12,000 69.2 206 96 44 70.8 264 123 57 71.1 276 128 59 1.9 0.3 Walnut Avenue Main St to Batavia St 35 8,540 9,630 9,710 68.7 189 88 41 69.2 205 95 44 69.2 206 96 44 0.6 0.0 Batavia St to Glassell St 35 8,090 9,870 9,860 68.4 183 85 39 69.3 208 97 45 69.3 208 97 45 0.9 0.0 Assumptions: Simplified to 2 lanes 6.1 meters= 20.0 24-hour distribution of traffic volumes: future 6.1 meters= 20.0 70% day 15% evening (7-10), 15% night (10-7) Noise path decay parameter for hard site Analysis of L.A. County 24-hour traffic counts for selected arterial streets Calculations using methods of Federal Highway Administration Highway Traffic Noise Prediction Model , Truck Mix December, 1978. Baseline California vehicle noise levels from Caltrans, TAN 95-03, 1995 Source of standard assumptions: ARB standard fleet mix for air quality analysis Heavy trucks for noise model includes heavy diesel tractor-trailers only Medium trucks for noise model includes buses and bobtail trucks Autos includes cars, vans, pickups and light trucks ---PAGE BREAK--- The Quarterly Fact Sheet is Prepared by the Metrolink Communications & Development Department 2009 METROLINK® FACT SHEET The Metrolink Regional System Jun ’09 Jun ‘08 Number of Routes 7 7 Stations in Service 55 55 Route Miles (includes shared miles) 512 512 Route Miles (excludes shared miles) 388 388 Average Trains Operated/Weekday 149 145 Average Trains Operated/Saturday 46 46 Average Trains Operated/Sunday 32 32 Average Weekday Riders on Metrolink trains (Apr thru Jun) 41,982 46,055 Average Weekday Metrolink Riders on Amtrak (Apr thru Jun) 2,018 1,878 Total Average Weekday Metrolink Riders (Apr thru Jun) 44,000 47,933 Average System Speed (M.P.H. with stops) 41 m.p.h. 41 m.p.h. Metrolink by Route Corridor Jun ’09 Jun ‘08 Ventura County Line (Oxnard to Los Angeles) Includes 11 Burbank/Bob Hope Airport trains Stations 12 12 Route Miles 70.9 70.9 Trains Operated/Day 31 Ave Wkday Riders on Metrolink (Apr thru Jun) 4,369 4,650 31 Ave Wkday Metrolink Riders on Amtrak (Apr thru Jun) 309 305 Total Ave Weekday Metrolink Riders (Apr thru Jun) 4,678 4,956 Ave Saturday Metrolink Riders on Amtrak (Apr thru Jun) 99 92 Ave Sunday Metrolink Riders on Amtrak (Apr thru Jun) 83 76 Average Speed 42 m.p.h. 42 m.p.h. Antelope Valley Line (Lancaster to Los Angeles) Stations 11 10 Route Miles 76.6 76.6 Trains Operated/Weekday 24 24 Trains Operated/Saturday 12 12 Trains Operated Sunday 6 6 Average Weekday Riders (Apr thru Jun) 6,494 7,665 Average Saturday Service Riders (Apr thru Jun) 2,114 2,540 Average Sunday Service Riders (Apr thru Jun) 1,062 1,210 Average Speed 41 m.p.h. 41 m.p.h. ---PAGE BREAK--- Southern California Regional Rail Authority’s FACT SHEET –Jun 2009 The Quarterly Fact Sheet is Prepared by the Metrolink Communications & Development Department 2009 METROLINK® 2 San Bernardino Line (San Bernardino to Los Angeles) Stations 13 13 Route Miles 56.5 56.5 Trains Operated/Weekday 38 34 Trains Operated/Saturday 20 20 Trains Operated/Sunday 14 14 Average Weekday Riders (Apr thru Jun) 12,541 13,577 Average Saturday Service Riders (Apr thru Jun) 3,528 4,082 Average Sunday Service Riders (Apr thru Jun) 2,406 2,566 Average Speed 39 m.p.h. 39 m.p.h. Riverside Line (Riverside to Los Angeles) Stations 7 7 Route Miles 59.1 59.1 Trains Operated/Weekday 12 12 Average Weekday Riders (Apr thru Jun) 5,100 5,340 Average Speed 42 m.p.h. 42 m.p.h. Orange County Line (Oceanside to Los Angeles) Stations 14 13 Route Miles 87.2 87.2 Trains Operated/Weekday 19 19 Trains Operated/Saturday 8 8 Trains Operated/Sunday 8 8 Ave Wkday Riders on Metrolink (Apr thru Jun) 6,987 7,377 Ave Wkday Metrolink Riders on Amtrak (Apr thru Jun) 1,709 1,572 Total Ave Weekday Metrolink Riders (Apr thru Jun) 8,696 8,949 Average Saturday Service Riders (Apr thru Jun) 866 1,010 Average Sunday Service Riders (Apr thru Jun) 682 727 Ave Saturday Metrolink Riders on Amtrak (Apr thru Jun)1 473 362 Ave Sunday Metrolink Riders on Amtrak (Apr thru Jun)1 Stations 14 14 499 362 Average Speed 44 m.p.h. 44 m.p.h. Inland Empire-Orange County Line (San Bernardino to Oceanside) Route Miles 100.1 100.1 Trains Operated/Weekday 16 16 Trains Operated/Saturday 6 6 Trains Operated/Sunday 4 4 Average Weekday Riders (Apr thru Jun) 4,224 5,100 Average Saturday Service Riders (Apr thru Jun) 764 1,002 Average Sunday Service Riders (Apr thru Jun) 424 387 Average Speed 39 m.p.h. 39 m.p.h. ---PAGE BREAK--- Southern California Regional Rail Authority’s FACT SHEET –Jun 2009 The Quarterly Fact Sheet is Prepared by the Metrolink Communications & Development Department 2009 METROLINK® 3 91 Line (Riverside to Los Angeles via Fullerton) Stations 9 8 Route Miles 61.6 61.6 Trains Operated/Day 9 9 Average Weekday Riders (Apr thru Jun) 2,267 2,346 Average Speed 39 m.p.h. 39 m.p.h. Metrolink Fast Facts • Average Number of Auto Trips Removed/Weekday 26,510 • Weekday Riders Who Formerly Drove Alone/Carpooled 67.1percent • Weekday Riders Who Formerly Made the Trip and Drove Alone/Carpooled 89.7 percent • Average Metrolink Commute Trip Length (linked) 36.9 miles • Equivalent Peak Hour Lane Miles on Parallel Freeway Replaced by Metrolink Service up to 1.3 • Percent of work trips destined for Los Angeles Union Station 57.5 percent • Percent of work trips destined for the Los Angeles Central Business District 36.1 percent • Average weight of a Metrolink train 400 tons • Passenger Car Dimensions Length 85’0” Width 9’10” Height 15’11” • Locomotive Dimensions (maximum) Length 68’0” Width 10’7.5” Height 15’5” • Average distance for a Metrolink train to stop 1/3 mile • Percent of Weekday Ethnic Riders by Line Corridor (Latino, Asian, African-American, other) San Bernardino Line 70 percent Riverside Line 78 percent Antelope Valley Line 55 percent Ventura County Line 39 percent Orange County Line 51 percent Inland Empire-Orange County Line 49 percent 91 Line 61 percent System 60 percent • Percent of Weekend Ethnic Riders by Line Corridor (Latino, Asian, African-American, other) San Bernardino Line 79 percent Antelope Valley Line 77 percent Orange County Line 51 percent Inland Empire-Orange County Line 50 percent System 71 percent Source: 2008 Metrolink Customer Satisfaction Survey, 2008 Metrolink Weekend Customer Survey, and SCRRA Budget for FY 2008-09 The Southern California Regional Rail Authority/Metrolink Date of Formation August 1991 Form of Government Joint Powers Authority ---PAGE BREAK--- Southern California Regional Rail Authority’s FACT SHEET –Jun 2009 The Quarterly Fact Sheet is Prepared by the Metrolink Communications & Development Department 2009 METROLINK® 4 Number of SCRRA Board Members 11 Number of Alternates 9 Number of Member Agencies 5 Number of Ex-Officio Members 3 SCRRA Member Agencies Los Angeles County Metropolitan Transportation Authority Orange County Transportation Authority Riverside County Transportation Commission San Bernardino Associated Governments Ventura County Transportation Commission Ex-Officio Member Agencies Southern California Association of Governments San Diego Association of Governments State of California SCRRA/Contract Employment Operations 345 Maintenance of Way 143 SCRRA Administration 208 SCRRA Interns 17 TOTAL 713 Operating Route Miles by County in System Excludes Shared Miles Includes Shared Miles Los Angeles County 186.0 220.2 Orange County 67.5 117.6 Riverside County 38.1 58.6 San Bernardino County 38.7 38.7 Ventura County 38.9 38.9 San Diego County 19.0 38.0 TOTAL 388.2 512.0 Metrolink’s 2008-09 Annual Budget Operating Budget $164.4 million Projected percent of operating costs covered by operating revenues 53.2 percent Projected percent of operating costs covered by fares 44.3 percent Metrolink Train Equipment Number of Locomotives 52 Total Number of Commuter Rail Cars 172 Cab Cars (includes 2 leased from Sound Transit + 2 from Altamont Commute Express) 37 Coaches (includes 4 leased from Sound Transit + 2 from Altamont Commute Express + 15 from New Jersey Transit and 10 from Utah Transit Authority) 135 Equipment on Order: Cab cars 57 Coaches 60 ---PAGE BREAK--- Southern California Regional Rail Authority’s FACT SHEET –Jun 2009 The Quarterly Fact Sheet is Prepared by the Metrolink Communications & Development Department 2009 METROLINK® 5 Highway-Rail Grade Crossings Total Number of Grade Crossings of All Types in Metrolink System2,3 Number of At-Grade Crossings in System 464 Number of Undergrade Crossings (Railroad Over) in System 160 Number of Overgrade Crossings (Railroad Under) in System 210 Number of Public Crossings in System 699 Number of Pedestrian Crossings in System 37 Number of Private Crossings in System 50 Number of Private Pedestrian Crossings in System 4 Number of Station Crossings in the System 44 Number of SCRRA-owned Crossings in System 545 834 Number of BNSF-owned Crossings in System 144 Number of UPRR-owned Crossings in System 127 Number of NCTD-owned Crossings in System 18 At-Grade Crossings : Metrolink BNSF UPRR NCTD Total 311 70 79 3 Public 256 64 66 3 Pedestrian 10 2 0 Private 29 1 5 0 Pedestrian Private 0 0 0 0 Station 17 3 8 0 Undergrade Crossings (Railroad Over): Metrolink BNSF UPRR NCTD Total 90 42 24 4 Public 62 40 23 1 Pedestrian 11 2 1 1 Private 10 0 0 1 Pedestrian Private 2 0 0 0 Station 5 0 0 1 Overgrade Crossings (Railroad Under): Metrolink BNSF UPRR 2 The Metrolink system operates over rail rights-of-way owned by SCRRA member agencies, Burlington Northern Santa Fe Railroad (BNSF), Union Pacific Railroad (UPRR) and North County Transit District (NCTD) 3 The list of crossings now includes 48 crossings in two categories not included in the Fact Sheet prior to December 2007. These include four Pedestrian Private crossings and 44 Station crossings. NCTD Total 143 32 24 11 Public 128 27 21 8 Pedestrian 10 0 1 0 Private 1 0 0 3 Pedestrian Private 2 0 0 0 Station 2 5 3 0 ---PAGE BREAK--- User Input Noise Situation Shielding Ldn 65 Contours Numeric Output (in feet) Noise Situation (Pick from List) 1 Horns Existing and Future 1 Dense Urban 1 Existing 65 Ldn Contour at X-ing 699 Horn Lmax (dBA) @ 100 feet 103 Horns in Future Only 2 Light Urban 2 Future 65 Ldn Contour at X-ing 951 Horn Location on Locomotive(Pick from List) 1 No Horns Existing and Future 3 Dense Suburban 3 Existing 65 Ldn Contour at 1/2 zone length 553 Non Train Noise Environment (pick from list) 2 Light Suburban 4 Future 65 Ldn Contour at 1/2 zone length 765 Shielding (Pick from List) 2 Horn Location on Locomotive Rural 5 Zone Length 1320 Length of Impact Area (pick from list) 1 National Average (50% front, 50% middle) 1 No Shielding 6 1/2 Zone Length 660 Existing Train Speed (mph) 42 All Front Mounted 2 Future Train Speed (mph) 42 All Middle Mounted 3 Length of Impact Area Impact Zones Numeric Output (in feet) Number of Existing Trains in one Direction 46 User Defined 80 % front mounted horns 4 1/4 mile 1 Impact Distance at X-ing 1435 Number of Future Trains in one Direction 100 20 seconds 2 Severe Impact Distance at X-ing 594 Existing Number of Day Trains (7 am to 10 p.m.) 28.75 Non Train Noise Environment 15 seconds 3 Impact Distance at 1/2 zone length 1182 Future Number of Day Trains (7 am to 10 p.m.) 62.5 Urban 1 Severe Impact Distance at 1/2 zone length 484 Existing Number of Night Trains (10 p.m. to 7 am) 17.25 Suburban 2 Zone Length 1320 Future Number of Night Trains (10 p.m. to 7 am) 37.5 Rural 3 1/2 Zone Length 660 Existing Average Number of Cars 22 User Defined Ldn = 50 dBA 4 Future Average Number of Cars 29 Existing Average Number of Locomotives 2 Future Average Number of Locomotives 2 FRA Grade Crossing Noise Model Ldn 65 Contours -2000 -1500 -1000 -500 0 500 1000 1500 2000 1320 660 0 660 1320 Distance (ft) Distance (ft) Impact Zones -2000 -1500 -1000 -500 0 500 1000 1500 2000 1320 660 0 660 1320 Distance (ft) Distance (ft) ---PAGE BREAK--- Existing and Future Train Volumes on the Orange County Line Existing Future Locomotives Cars Metrolink 19 52 1 10 Amtrak 24 36 3 15 Freight 3 12 4 150 46 100 Existing Future Average # Locomotives 2 2 Average # Cars 22 29 Speed 42 mph Source Abbe McClenahan, Orange County Transportation Authority. May 24, 2007. Locomotives, and cars obtained from Rob Harris, Metrolink. [PHONE REDACTED]. Average train Speeds on the Orange County Line obtained from: http://www.metrolinktrains.com/about/?id=6 Future Trains based on a worst-case weekday (see May 8th letter from SCRRA) ---PAGE BREAK--- Federal Transit Administration Noise Impact Assessment Spreadsheet Copyright 2007 HMMH Inc. version: 7/3/2007 Project: FTA Example 5-1, Part 1 Project Results Summary Existing Ldn: 55 dBA Total Project Ldn: 65 dBA Receiver Parameters Total Noise Exposure: 65 dBA Receiver: Receiver 1 Increase: 10 dB Land Use Category: 2. Residential Impact?: Severe Existing Noise (Measured or Generic Value): 55 dBA Distance to Impact Contours Dist to Mod. Impact Contour: Dist to Sev. Impact Contour: Noise Source Parameters Number of Noise Sources: 3 Noise Source Parameters Source 1 Source Type: Stationary Source Specific Source: Bus Transit Center Source 1 Results Daytime hrs Avg. Number of Buses/hr 20 Leq(day): 44.3 dBA 15 Leq(night): 44.3 dBA 8 Ldn: 50.7 dBA Nighttime hrs Avg. Number of Buses/hr 20 15 0 Distance Distance from Source to Receiver (ft) 350 Number of Intervening Rows of Buildings 0 Adjustments Noise Barrier? No No No No Noise Source Parameters Source 2 Source Type: Stationary Source Specific Source: Park & Ride Lot Source 2 Results Daytime hrs Avg. Number of Autos/hr 1000 Leq(day): 52.9 dBA Avg. Number of Buses/hr 12 Leq(night): 0.0 dBA 100 Ldn: 50.8 dBA Incremental Ldn (Src 1-2): 53.8 dBA Nighttime hrs Avg. Number of Autos/hr 1000 Avg. Number of Buses/hr 12 0 Distance Distance from Source to Receiver (ft) 350 Number of Intervening Rows of Buildings Adjustments Noise Barrier? No No No No Noise Source Parameters Source 3 Source Type: Stationary Source Specific Source: Layover Tracks (commuter rail) Source 3 Results Daytime hrs Avg. Number of Trains/hr 4 Leq(day): 58.3 dBA Leq(night): 58.3 dBA Ldn: 64.7 dBA Incremental Ldn (Src 1-3): 65.0 dBA Nighttime hrs Avg. Number of Trains/hr 4 Distance Distance from Source to Receiver (ft) 350 Number of Intervening Rows of Buildings Adjustments Noise Barrier? No No No No ---PAGE BREAK--- Project: FTA Example 5-1, Part 1 Receiver: Receiver 1 Source Distance Project Ldn Existing Ldn Mod. Impact Sev. Impact Impact? 1 Bus Transit Center 350 ft 50.7 dBA 55 dBA 55 dBA 61 dBA None 2 Park & Ride Lot 350 ft 50.8 dBA 55 dBA 55 dBA 61 dBA None 3 Layover Tracks (commuter r 350 ft 64.7 dBA 55 dBA 55 dBA 61 dBA Severe Impact 4 ft 55 dBA 55 dBA 61 dBA 5 ft 55 dBA 55 dBA 61 dBA 6 ft 55 dBA 55 dBA 61 dBA Combined Sources 65 dBA 55 dBA 55 dBA 61 dBA Severe Impact Noise Criteria ---PAGE BREAK--- Project: FTA Example 5-1, Part 1 Receiver: Receiver 1 Source Distance Project Ldn Existing Ldn Mod. Impact Sev. Impact Impact? 1 Bus Transit Center 50 ft 71.8 dBA 55 dBA 55 dBA 61 dBA Severe Impact 2 Park & Ride Lot 50 ft 72.0 dBA 55 dBA 55 dBA 61 dBA Severe Impact 3 Layover Tracks (commuter r 50 ft 85.8 dBA 55 dBA 55 dBA 61 dBA Severe Impact 4 ft 55 dBA 55 dBA 61 dBA 5 ft 55 dBA 55 dBA 61 dBA 6 ft 55 dBA 55 dBA 61 dBA Combined Sources 86 dBA 55 dBA 55 dBA 61 dBA Severe Impact Noise Criteria ---PAGE BREAK--- Federal Transit Administration Noise Impact Assessment Spreadsheet Copyright 2007 HMMH Inc. version: 7/3/2007 Project: FTA Example 5-1, Part 1 Project Results Summary Existing Ldn: 55 dBA Total Project Ldn: 86 dBA Receiver Parameters Total Noise Exposure: 86 dBA Receiver: Receiver 1 Increase: 31 dB Land Use Category: 2. Residential Impact?: Severe Existing Noise (Measured or Generic Value): 55 dBA Distance to Impact Contours Dist to Mod. Impact Contour: Dist to Sev. Impact Contour: Noise Source Parameters Number of Noise Sources: 3 Noise Source Parameters Source 1 Source Type: Stationary Source Specific Source: Bus Transit Center Source 1 Results Daytime hrs Avg. Number of Buses/hr 20 Leq(day): 65.4 dBA 15 Leq(night): 65.4 dBA 8 Ldn: 71.8 dBA Nighttime hrs Avg. Number of Buses/hr 20 15 0 Distance Distance from Source to Receiver (ft) 50 Number of Intervening Rows of Buildings 0 Adjustments Noise Barrier? No No No No Noise Source Parameters Source 2 Source Type: Stationary Source Specific Source: Park & Ride Lot Source 2 Results Daytime hrs Avg. Number of Autos/hr 1000 Leq(day): 74.0 dBA Avg. Number of Buses/hr 12 Leq(night): 0.0 dBA 100 Ldn: 72.0 dBA Incremental Ldn (Src 1-2): 74.9 dBA Nighttime hrs Avg. Number of Autos/hr 1000 Avg. Number of Buses/hr 12 0 Distance Distance from Source to Receiver (ft) 50 Number of Intervening Rows of Buildings Adjustments Noise Barrier? No No No No Noise Source Parameters Source 3 Source Type: Stationary Source Specific Source: Layover Tracks (commuter rail) Source 3 Results Daytime hrs Avg. Number of Trains/hr 4 Leq(day): 79.4 dBA Leq(night): 79.4 dBA Ldn: 85.8 dBA Incremental Ldn (Src 1-3): 86.2 dBA Nighttime hrs Avg. Number of Trains/hr 4 Distance Distance from Source to Receiver (ft) 50 Number of Intervening Rows of Buildings Adjustments Noise Barrier? No No No No