Portland-Milwaukie Light Rail Project - FEIS - Volume 1 - TriMet

More documents

Recommendations

Info

SE Park Avenue/SE Oatfield Road (two-way stop intersection) – AM and PM peak For a more detailed analysis of existing transportation operating conditions, see the Transportation Impacts Results Report (Metro and DKS 2010). Queuing In addition to the intersection operations, queuing (a measure of the extent of backups at intersections) was assessed at study area intersections to determine the 95 th percentile queues. 1 The queues were assessed for the PM peak hour for all study area intersections, and for some select intersections for the AM peak hour. Locations of the study area intersections where queuing was analyzed, and information about the amount of existing queuing and available storage space, are described in detail in the Transportation Impacts Results Report (Metro and DKS 2010). The following locations have existing queuing that exceeds available storage: SW Naito Parkway/SW Harrison Street – southbound through, eastbound left, northbound left directions SE Division Place/SE 8 th Avenue – eastbound direction SE Division Street/SE 8 th Avenue – eastbound direction SE Division Street/SE 11 th Avenue – westbound direction SE Clinton Street/SE 11 th Avenue – westbound direction SE Clinton Street/SE 12 th Avenue – eastbound direction SE Woodward Street/SE 8 th Avenue – westbound and eastbound directions SE Woodward Street/SE 9 th Avenue – westbound direction SE 8 th Avenue/SE Powell Boulevard – southbound direction SE Powell Boulevard/SE Milwaukie Avenue – northbound, southbound, eastbound, and westbound directions SE Powell Boulevard/SE 13 th Place – eastbound left direction SE 17 th Avenue/SE Holgate Boulevard – northbound and southbound directions SE Milwaukie Avenue/SE Holgate Boulevard – southbound direction SE McLoughlin Boulevard/SE Holgate Boulevard – eastbound and westbound directions SE McLoughlin Boulevard/SE 17 th Avenue – southbound, eastbound, and northbound directions; and westbound right direction SE McLoughlin Boulevard/SE Harold Street – southbound direction SE Bybee Boulevard/SE 23 rd Avenue – eastbound direction 1 The 95 th percentile queuing analysis was conducted using Synchro, which is based on the Highway Capacity Manual methodology. 4-6 Portland-Milwaukie Light Rail Project FEIS Chapter 4. Transportation
SE 17 th Avenue/SE Tacoma Street – northbound left and southbound directions SE Johnson Creek Boulevard/SE 32 nd Avenue – southbound and westbound directions SE Johnson Creek Boulevard/SE 42 nd Avenue – eastbound and westbound directions SE Johnson Creek Boulevard/SE Harney Drive – southbound and westbound directions SE McLoughlin Boulevard/SE 17 th Avenue/SE Harrison Street – northbound and eastbound directions SE McLoughlin Boulevard/SE Jefferson Street – southbound direction SE McLoughlin Boulevard/SE Washington Street – westbound direction SE McLoughlin Boulevard/SE Bluebird Street – southbound and eastbound directions SE Lake Road/SE Oatfield Drive – westbound direction Warrants Signal warrants were conducted for the PM peak hour on unsignalized intersections along the corridor to determine whether any intersection that does not meet the jurisdictional standard meets the PM peak hour warrant for installation of a signal. 2 Turn lane warrants were also conducted for unsignalized intersections that do not meet the jurisdictional standard. The following locations meet warrants for the PM peak hour: SE 8 th Avenue/SE Powell Boulevard – signal warrant met SE 8 th Avenue/SE Woodward Avenue – eastbound right-turn lane and signal warrant met SE Johnson Creek Boulevard/SE 32 nd Avenue – signal warrant met SE Johnson Creek Boulevard/SE 42 nd Avenue – signal warrant met Access Spacing Study area roadways were evaluated for compliance with current access spacing standards (the distances between driveways and intersections) by jurisdiction. Although the City of Portland does not have access spacing standards, all access points are reviewed and approved by a City Engineer. Therefore, all City of Portland driveways/intersections are assumed to be compliant. Access spacing standards for other jurisdictions vary based on the functional classification of the roadway. Higher speed roadways, which typically have higher volumes, usually have longer distances between access points. The following summarizes the existing access spacing deficiencies within the study area: Interstate 405 (I-405) interchange access ramps at SW 4 th Avenue, SW 5 th Avenue, SW 6 th Avenue, and SW Broadway do not meet ODOT’s access spacing standards 2 Signal warrants are based on the 2003 Manual of Uniform Traffic Control Devices, and turn lane warrants are based on Highway Research Board methodology. Portland-Milwaukie Light Rail Project FEIS 4-7 Chapter 4. Transportation
Page 3 and 4:
The following persons may be contac
Page 5 and 6:
S.7 Evaluation of the Alternatives
Page 7 and 8:
3.8 Ecosystems ....................
Page 9 and 10:
5. FINANCIAL ANALYSIS AND EVALUATIO
Page 11 and 12:
Technical Results Reports Air Quali
Page 13 and 14:
LIST OF TABLES Table S-1 Summary of
Page 15 and 16:
Table 3.11-2 Estimated Regional Ave
Page 17:
Table 5.1-8 Capital Funding Plan fo
Page 21:
S.1 PORTLAND-MILWAUKIE CORRIDOR The
Page 24:
S.3.1 Project Goals and Objectives
Page 28 and 29:
The light rail alignment then would
Page 30 and 31:
LPA Phasing Option The LPA Phasing
Page 32 and 33:
Table S-1 Summary of Transit and Ro
Page 34 and 35:
S.5 TRANSPORTATION IMPACTS This sec
Page 36 and 37:
Festival have higher clearance requ
Page 38 and 39:
The project supports the regional 2
Page 40 and 41:
S.6.9 Water Quality, Hydrology, and
Page 42 and 43:
Pile driving or drilling Concrete c
Page 44 and 45:
S.7.2.2 Capital Funding Conclusions
Page 46 and 47:
The light rail project would includ
Page 49:
1. PURPOSE AND NEED CHAPTER CONTENT
Page 53 and 54:
transportation system, is environme
Page 56 and 57:
1.3 DESCRIPTION OF THE PORTLAND-MIL
Page 59 and 60:
1.4 GROWTH IN THE REGION AND THE PR
Page 61:
and classrooms. Zidell Companies is
Page 66:
1.6 STATE, REGIONAL, AND LOCAL PLAN
Page 70:
2.1 DEFINITION OF ALTERNATIVES The
Page 73 and 74:
Table 2.1-1 Summary of Transit and
Page 78:
The Portland-Milwaukie Light Rail P
Page 81 and 82:
UPRR to the Clinton Station. Under
Page 84:
The project would modify intersecti
Page 87 and 88:
A new pedestrian overcrossing at th
Page 89 and 90:
2.1.1.5 Ruby Junction Maintenance F
Page 93 and 94:
2.1.1.7 Other Light Rail Facilities
Page 95 and 96:
From approximately 250 feet south o
Page 97 and 98:
ack at Union Station, or would cont
Page 99 and 100:
Light Rail Early Operations The lig
Page 101 and 102:
Construction Duration and Timing Co
Page 103 and 104:
constructed north of Kellogg Lake b
Page 105 and 106:
Barges and temporary work bridges w
Page 107 and 108:
noise requirements as required by l
Page 109 and 110:
2.2 COST ESTIMATES This section pro
Page 111:
2000 South Corridor Transportation
Page 116 and 117:
Elevated station in South Waterfron
Page 118 and 119:
Loss of over 100 parking spaces Con
Page 122 and 123:
comparison for the options describe
Page 124 and 125:
composite bridge types were elimina
Page 126 and 127:
Require fewer impacts to traffic an
Page 128 and 129:
Current land uses and zoning do not
Page 130:
must also provide approvals for the
Page 133 and 134:
Noise and vibration - the operation
Page 135:
addition, TriMet is a municipal gov
Page 138 and 139:
Road to SE Park Avenue, including s
Page 140 and 141:
Ruby Junction Maintenance Facility
Page 142 and 143:
3.2.1 Affected Environment This sec
Page 146 and 147:
Growth Concept and the Regional Fra
Page 148 and 149:
South Waterfront Plan (2002) The So
Page 150:
Boulevard and residential neighborh
Page 155 and 156:
3.2.2.1 Compatibility with Adopted
Page 157 and 158:
LPA Phasing Option Compatibility wi
Page 159 and 160:
subsequently provides the opportuni
Page 161 and 162:
acquisition would be from the UPRR
Page 163 and 164:
Table 3.2-1 Current Zoning and Pote
Page 165 and 166:
Table 3.2-1 Current Zoning and Pote
Page 167 and 168:
Table 3.2-2 Assessments of Redevelo
Page 169 and 170:
Page 171 and 172:
Special Tax Districts - Urban Renew
Page 173 and 174:
with the expansion of the Ruby Junc
Page 175 and 176:
Since the project runs beside the T
Page 177 and 178:
temporary jobs over the constructio
Page 179 and 180:
Portland-Milwaukie Light Rail Proje
Page 181:
and property owners are fully infor
Page 184:
Neighborhood Portland Table 3.3-2 S
Page 188 and 189:
Table 3.3-3 Percentages of Homes wi
Page 190 and 191:
were on transit. Another group that
Page 192 and 193:
Station, but they can be mitigated.
Page 194 and 195:
The LPA to Park Avenue would have l
Page 196 and 197:
access route, while at the Rhine St
Page 198 and 199:
streetcar for travelers using SW Mo
Page 200 and 201:
3.3.4 Environmental Justice Complia
Page 202 and 203:
state levels. This is a very low le
Page 204 and 205:
The project team surveyed the prope
Page 206 and 207:
Therefore, according to the definit
Page 209 and 210:
Inner Eastside Portland Visual Anal
Page 211 and 212:
Topography - The visibility and sca
Page 213 and 214:
SW 4 th Avenue and SW 1 st Avenue,
Page 215 and 216:
Inner Eastside Portland Visual Anal
Page 217 and 218:
on SE 16 th Avenue and small busine
Page 219 and 220:
ut would be less visible from other
Page 221 and 222:
Downtown Milwaukie Visual Analysis
Page 223 and 224:
Unincorporated Clackamas County/Oak
Page 225 and 226:
The overall area includes a mix of
Page 227 and 228:
Alternative LPA to Park Ave. (cont.
Page 229 and 230:
Alternative LPA to Park Ave. (cont.
Page 231 and 232:
may be unavoidable, particularly wh
Page 233 and 234:
extended the APE, and FTA submitted
Page 235 and 236:
Table 3.5-1 Historic Resources and
Page 237 and 238:
Map ID # Address Name/Type 39 40 41
Page 240 and 241:
An area where there is a reasonable
Page 242 and 243:
Table 3.5-1 identifies the specific
Page 244 and 245:
Page 246 and 247:
Page 248 and 249:
it could be built into the retainin
Page 250 and 251:
As defined in the MOA, geotechnical
Page 252:
Table 3.6-1 Summary of Potential Pa
Page 255 and 256:
Table 3.6-2 Summary of Direct Impac
Page 257 and 258:
Dogwood Park This small park in dow
Page 259 and 260:
The amount of property needed to de
Page 261 and 262:
following planned or existing park
Page 263 and 264:
Unconsolidated Sedimentary Aquifer
Page 266 and 267:
Hazardous Soil Properties Two soil
Page 268 and 269:
LPA Phasing Option The LPA Phasing
Page 270 and 271:
3.7.3 Mitigation The project incorp
Page 272 and 273:
Table 3.8-1 Summary of Potential Na
Page 274 and 275:
Site/Wetland PM 0 PM 1 Table 3.8-2
Page 277 and 278:
Table 3.8-4 Summary of Existing Con
Page 280 and 281:
In addition to these general vegeta
Page 282 and 283:
lackberry, Himalayan blackberry, sw
Page 284 and 285:
Section 7 of the federal ESA ensure
Page 286 and 287:
Native Species Table 3.8-7 Fish Spe
Page 288 and 289:
3.8.2.2 Locally Preferred Alternati
Page 290:
and/or waterways located within the
Page 293 and 294:
In-water habitat impacts due to the
Page 295 and 296:
time. Section 3.9, Water Quality an
Page 297 and 298:
Vegetation Type Table 3.8-11 Potent
Page 299 and 300:
Short-Term Impacts (Construction) S
Page 301 and 302:
driving, and other construction act
Page 303 and 304:
to these species and their habitats
Page 305 and 306:
Fish and Wildlife Resources (ODFW 2
Page 307 and 308:
Work Area Isolation. Any action, ex
Page 309 and 310:
Where native vegetation removal is
Page 312 and 313:
Table 3.9-1 summarizes the baseline
Page 314 and 315:
(COP 2008a; DEQ 2009). The DEQ also
Page 316 and 317:
Stream 1 Table 3.9-3 Project Area S
Page 318 and 319:
Consequently, adverse water quality
Page 320 and 321:
Page 322 and 323:
than five percent of the average an
Page 324 and 325:
approximately 200 square feet. As w
Page 326 and 327:
3.9.2.3 Cumulative Impacts Past and
Page 328 and 329:
and water quality impacts also may
Page 330 and 331:
sound level (L dn ) is an L eq over
Page 332 and 333:
Moderate. In this range, other proj
Page 334 and 335:
For roadways that meet the above re
Page 336 and 337:
The proposed light rail alignment w
Page 338:
3.10.3.7 Fixed Noise Sources and An
Page 341 and 342:
Table 3.10-3 Existing Conditions No
Page 343 and 344:
Figure 3.10-5 Freight Train Pass-By
Page 345 and 346:
predicted to remain below the impac
Page 347 and 348:
impacts are not anticipated, but if
Page 349 and 350:
Rec.# 1 Type 3 Area Description 2 U
Page 351 and 352:
Rec.# 1 Type 3 Area Description 2 U
Page 353 and 354:
Along SW Lincoln Street, traffic no
Page 356 and 357:
3.10.5.3 Noise at Park-and-Rides an
Page 358 and 359:
to the Tacoma Park-and-Ride because
Page 360 and 361:
Rec. # Area Description 1 Land Use
Page 362 and 363:
General construction of the alignme
Page 364 and 365:
and for pedestrian crossings not in
Page 366 and 367:
policy is to provide mitigation at
Page 368 and 369:
1 2 3 4 5 6 7 8 9 Table 3.10-8 Summ
Page 370 and 371:
Vibration mitigation for the Portla
Page 372 and 373:
package would ensure that the inter
Page 374 and 375:
area for ground level ozone. Over t
Page 376 and 377:
Table 3.11-2 also shows, for inform
Page 378 and 379:
Table 3.11-4 Highest Projected 8-Ho
Page 380 and 381:
3.11.3.2 Short-Term Impact Mitigati
Page 382 and 383:
Energy that would be consumed durin
Page 384 and 385:
Alternative Table 3.12-4 Summary of
Page 386 and 387:
subsurface. Underlying these units
Page 388:
R I 34TH AVE 37TH AVE 50TH AVE SET
Page 391 and 392: The remedial design of the river em
Page 393 and 394: contamination likely occurred from
Page 395 and 396: Table 3.13-1 Summary of Sites with
Page 397 and 398: LPA Phasing Option The LPA Phasing
Page 399 and 400: Precipitation events can generate s
Page 401 and 402: Minimum Operable Segment (MOS) to L
Page 403 and 404: Phase I Environmental Site Assessme
Page 405 and 406: Locally Preferred Alternative (LPA)
Page 407 and 408: At SE 4 th Avenue, drainage for wat
Page 409 and 410: At SE Reedway Street, a 60-inch con
Page 411 and 412: Minimum Operable Segment (MOS) to L
Page 414 and 415: Avenue and SE McLoughlin Boulevard
Page 416 and 417: To access Oak Grove Elementary Scho
Page 418 and 419: typically occur every 7.5 minutes.
Page 420 and 421: City of Milwaukie Police Department
Page 422 and 423: 3.16.1.1 Law Enforcement, Fire, and
Page 424 and 425: City of Portland and City of Milwau
Page 426 and 427: the potential for the incidence of
Page 428 and 429: Thirty TriMet staff members are ded
Page 430 and 431: equired element, will verify that i
Page 432 and 433: The Final Section 4(f) Evaluation p
Page 434 and 435: Table 3.17-2 Portland-Milwaukie Lig
Page 437 and 438: 4. TRANSPORTATION This chapter desc
Page 439 and 440: (OMSI) and the Central Eastside Ind
Page 444 and 445: SE McLoughlin Boulevard at SE Bybee
Page 446 and 447: at both SE 17 th Avenue/SE Mall Str
Page 448 and 449: priority treatment. Streetcar stops
Page 452 and 453: 4.2.1.1 Amount of Service The amoun
Page 454 and 455: Table 4.2-2 Transit and Auto Averag
Page 456 and 457: Table 4.2-4 Average Weekday Light R
Page 458 and 459: Bridge Ridership Table 4.2-6 illust
Page 461 and 462: Station Table 4.2-8 Milwaukie LRT A
Page 463 and 464: 4.2.1.9 Year 2016 Forecast A riders
Page 465 and 466: VMT on the region’s roadways woul
Page 467 and 468: LPA Phasing Option With the LPA Pha
Page 469 and 470: discussion of parking impacts and m
Page 471 and 472: lower availability of unrestricted
Page 473 and 474: SE 8 th Avenue/SE Powell Boulevard
Page 475 and 476: Table 4.3-7 Sub-area A - Portland S
Page 477 and 478: Table 4.3-8 Sub-area A - Portland S
Page 479 and 480: Intersection SE 8 th Avenue/SE Wood
Page 481 and 482: volume movements (typically the thr
Page 483 and 484: Table 4.3-11 Sub-area B - SE Powell
Page 485 and 486: SE Tacoma Street/SE McLoughlin Boul
Page 487 and 488: Table 4.3-14 Sub-area C - SE Tacoma
Page 489 and 490: LPA Phasing Option Intersection ana
Page 491 and 492:
north is SE McLoughlin Boulevard/SE
Page 493 and 494:
Table 4.3-16 Sub-Area D - Highway 2
Page 495 and 496:
mitigations remain. Intersection wo
Page 497 and 498:
Table 4.3-18 Sub-Area D - Highway 2
Page 499 and 500:
location of onshore facilities, fre
Page 501:
may cause maneuvering difficulties
Page 504 and 505:
are only those costs associated wit
Page 506 and 507:
Table 5.1-1 Capital Costs for Portl
Page 508 and 509:
Table 5.1-3 Summary of Transit Syst
Page 510 and 511:
TriMet and Metro have entered into
Page 512 and 513:
Discussions are underway with parti
Page 514 and 515:
evenue source, contributing about $
Page 516 and 517:
Fiscal Year Table 5.1-7 System Fisc
Page 518 and 519:
5.1.4.2 System Revenue Options As s
Page 520 and 521:
Operating Revenues Table 5.1-9: Sum
Page 522 and 523:
Objective/Criteria Support of Activ
Page 524 and 525:
Table 5.2-3 Transit and Auto Averag
Page 526 and 527:
Table 5.2-6 Average Weekday Transit
Page 528 and 529:
Table 5.2-8 Highway System Use: 203
Page 530 and 531:
Table 5.2-9 Cost-Effectiveness: Cor
Page 532 and 533:
Measures Regional Air Quality (tons
Page 534 and 535:
Alternative, which is the NEPA base
Page 536:
Economic Development: High This cri
Page 539 and 540:
Public involvement programs designe
Page 541 and 542:
6.1.2 Stakeholder Meetings To suppl
Page 543 and 544:
Table 6.1-1 Stakeholder Meetings Da
Page 545 and 546:
Table 6.1-2 Project Briefings to Es
Page 547 and 548:
Page 549 and 550:
Page 551 and 552:
Page 553 and 554:
Direct mailing. Postcards were mail
Page 555 and 556:
Corridor Project evolved from a re-
Page 557 and 558:
Local government outreach activitie
Page 559 and 560:
Table 6.3-1 Federal, State, and Loc
Page 561 and 562:
National Historic Preservation Act
Page 563 and 564:
Demolition - BDS Signage - BDS Elec
Page 566 and 567:
7. PUBLIC COMMENT SUMMARY This chap
Page 568 and 569:
Educational institutions: Oregon He
Page 570 and 571:
The Central Eastside Industrial Cou
Page 572 and 573:
7.2.3.2 Comments Relating to Techni
Page 574 and 575:
The Oak Grove Sanitary District pro
Page 576 and 577:
Single station in downtown Milwauki
Page 578 and 579:
needed for the Portland-Milwaukie L
show all

Portland-Milwaukie Light Rail Project - FEIS - Volume 1 - TriMet

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?