- Page 4 and 5: S. EXECUTIVE SUMMARY TABLE OF CONTE
- Page 6 and 7: 3. ENVIRONMENTAL ANALYSIS AND CONSE
- Page 8 and 9: 3.16 Safety and Security ..........
- Page 10 and 11: 7. PUBLIC COMMENT SUMMARY 7.1 SDEIS
- Page 12 and 13: Figure 3.2-1 2040 Growth Concept ..
- Page 14 and 15: Table 3.6-2 Summary of Direct Impac
- Page 16 and 17: Table 4.3-4 Bicycle Facility Improv
- Page 19: S. EXECUTIVE SUMMARY The Portland-M
- Page 23 and 24: Other planning and environmental st
- Page 27 and 28: Downtown Portland to SE Tacoma Stre
- Page 29 and 30: efore crossing Johnson Creek on a n
- Page 31 and 32: S.4.4 Stations and Park-and-Rides T
- Page 33 and 34: Table S-1 Summary of Transit and Ro
- Page 35 and 36: S.5.2.2 Local Transportation Impact
- Page 37 and 38: Measures Table S-2 Summary of Envir
- Page 39 and 40: Phasing Option), at SE Lake Road (o
- Page 41 and 42: S.6.13 Hazardous Materials The proj
- Page 43 and 44: System Fiscal Feasibility Analysis
- Page 45 and 46: (costs for LPA to Park Avenue and M
- Page 47: would be eligible for additional fe
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alternatives connecting downtown Po
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1.2 HIGH CAPACITY TRANSIT AND THE R
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TriMet’s light rail service (i.e.
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Table 1.4-1 Historical and Future G
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1.5 THE EFFECT OF TRAFFIC CONGESTIO
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2. ALTERNATIVES The Portland-Milwau
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Ruby Junction Maintenance Facility.
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Three bus lines, #9 Powell, #17 Hol
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Science and Industry (OMSI) and imm
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North of SE Bybee Boulevard, near t
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The tracks would terminate at a sta
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FTA may issue an amended ROD to ide
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The extension of streetcar over the
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Signal and communication facilities
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Stormwater collection pipes will be
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designed to control all transit tra
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Concrete casting Roadway constructi
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Demolition and Utility Work The ini
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Relocation of site utilities Instal
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einforced concrete pile cap for eac
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Once the abutments and piers are co
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Capital cost estimates are based on
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Be environmentally sensitive Suppor
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During the refinement phase, the fo
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2003 LPA with extension to SE Park
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Be more compatible with the South W
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presentations, and meeting summarie
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Based on Citizen Advisory Committee
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comments received during the SDEIS
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3. ENVIRONMENTAL ANALYSIS AND CONSE
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Starting from the north, the Portla
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Avenue: six residences within the c
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properties deferred until later exp
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during preliminary engineering, as
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South/North Corridor Project. The L
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egional transportation system inten
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City of Milwaukie Land Use Planning
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Many of the other established neigh
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also include replacement of the exi
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The MOS to Lake Road is less compat
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owners and are part of an ongoing p
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a summary of station-area zoning an
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Table 3.2-1 Current Zoning and Pote
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Table 3.2-1 Current Zoning and Pote
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Ruby Junction Maintenance Facility
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3.2.4.2 Local Economic Conditions S
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3.2.5.1 Long-Term Direct Impacts Th
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construction approach refinements w
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Income Tax Revenue The degree to wh
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the pouring of concrete foundations
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Ruby Junction Maintenance Facility
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3.3.1.1 County, Regional, and Neigh
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To update census data after 2000, d
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as much as 33 minutes slower for tr
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icycle and pedestrian access in the
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shortening the length of the overal
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Island Station and Unincorporated C
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Ruby Junction Maintenance Facility
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For the light rail project, constru
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Findings According to the 2000 U.S.
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proposed light rail stations, but p
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functions. While a phased approach
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Suburban development moved east in
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Milwaukie’s downtown area is a sm
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Other projects and additional devel
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unning parallel to SW Harbor Drive
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Visual impacts of the LPA Phasing O
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y the traffic on SE McLoughlin Boul
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Development of the Tacoma Station,
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existing power transmission line th
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support its operation as an initial
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Alternative Visual Analysis Unit In
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Alternative LPA to Park Ave. (cont.
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elocation of utilities, clearing, d
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a defined grid street pattern, the
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Table 3.5-1 Historic Resources and
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Table 3.5-1 Historic Resources and
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Map ID # Address Name/Type 50 51 52
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Full identification and evaluation
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Westmoreland Historic District woul
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disturbance in the South Waterfront
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Related Facilities Related Bridge A
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egion are concealed beneath sidewal
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Additional details on parks and rec
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3.6.2 Environmental Impacts This se
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The reconstructed trail will be ret
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the roadway and the planned Trolley
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safety reasons during construction,
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3.7 GEOLOGY, SOILS, AND GROUNDWATER
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convergence of the two crustal plat
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and construction techniques. For in
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Locally Preferred Alternative (LPA)
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structures. Separate geotechnical r
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avoid new construction in wetlands
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3.8.1.2 Waterways Transit improveme
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Crystal Springs Creek - east of SE
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Scrub-shrub Scrub-shrub is dominate
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At least 20 species of amphibians a
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species associated with riparian ar
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footprint of the project. Short-ter
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In addition to the wetland impacts
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Although the LPA to Park Avenue wou
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It provides a surface for collectin
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iver, extending up to 200 feet out
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Planned future projects include res
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Map Revision for the flood rise. Fl
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TES Species As part of the developm
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The project would temporarily impac
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utilized. No water will be diverted
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Additional discussion of mitigation
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agencies also have natural resource
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The lower Willamette River is withi
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therefore would likely contribute t
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tracks do not generate pollutants.
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Willamette River The proposed Willa
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Alternative 3 Basin Water Quality T
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No-Build Alternative Existing condi
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with regulatory permit compliance.
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Detailed results are available in t
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the Willamette River for the placem
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Figure 3.10-2 Typical Vibration Lev
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For light rail systems with 10 to 2
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ides and maintenance bases, and to
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project’s commitments for support
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planned Robert Kronberg Park, and c
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The analysis of potential noise imp
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Traffic noise analysis using FHWA c
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SE Roswell Street and SE Olsen Stre
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34TH AVE 37TH AVE 50TH AVE NSET BLV
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Rec.# 1 Type 3 Area Description 2 U
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Rec.# 1 Type 3 Area Description 2 U
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Rec. # 1 TR15 TR16 SE Rhone SFR on
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3.10.5.4 Vibration Impacts Since th
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Rec. # Area Description 1 Land Use
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weekday and Saturday, daytime hours
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Table 3.10-7 Summary and Comparison
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A noise wall will be used to mitiga
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Table 3.10-8 Summary of Noise Mitig
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3.10.8 Light Rail Vibration Mitigat
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Table 3.10-9 Light Rail Vibration M
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Carbon Monoxide Table 3.11-1 Federa
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Qualitative analysis for projects w
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among the alternatives. Also, regar
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Greenhouse Gas Emissions The light
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impacts during construction and ope
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Table 3.12-2 Summary of Daily Corri
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3.13.1 Affected Environment 3.13.1.
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Type of database listing. Identifie
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Industrial activities have been con
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The Miller Products Company operate
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3.13.2 Environmental Impacts 3.13.2
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The No-Build Alternative would not
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The degree to which existing contam
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egulations. Characterizing, managin
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Focused site assessments conducted
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the advanced engineering phase of t
- Page 406 and 407:
Locally Preferred Alternative (LPA)
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Underground Electrical Utilities: E
- Page 410 and 411:
At Kellogg Lake, a power line will
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law enforcement, fire and emergency
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Station 4: Serves the Lake Road, We
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Portland-Milwaukie corridor grow, t
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if a train is passing at the same t
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Mitigation Related Facilities Relat
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Clackamas County Sheriff’s Office
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Clackamas County crime statistics a
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In general, the majority of crimes
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environments with high degrees of v
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locations for security personnel in
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3.17.2.2 Historic and Cultural Reso
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The LPA to Park Avenue would provid
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4.1.1.1 Public Transportation Provi
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4.1.3.2 Local Street Network Motor
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SE 17 th Avenue/SE Tacoma Street -
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hour. The highest bicycle volumes a
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Table 4.1-2 Existing Portland-Milwa
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Boulevard/SE Ochoco Street has the
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4.2.1.2 Service Growth Service grow
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average weekday passenger miles in
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Corridor and Total System-wide Ride
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4.2.1.7 Work and Nonwork Transit Tr
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Table 4.2-8 Milwaukie LRT Average W
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ODOT’s access spacing standards a
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4.3.2.1 Pedestrian Facilities The f
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following table summarizes proposed
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Table 4.3-5 Off-Street Parking Redu
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In addition to the intersections li
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Non-Intersection Impacts Delays fro
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Table 4.3-8 Sub-area A - Portland S
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Table 4.3-8 Sub-area A - Portland S
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Sub-area B - SE Powell Boulevard to
- Page 482 and 483:
Table 4.3-10 Sub-area B - SE Powell
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Sub-area C - SE Tacoma Street to Hi
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Table 4.3-13 summarizes the interse
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Table 4.3-14 Sub-area C - SE Tacoma
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Intersection/Location Table 4.3-15
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signal timing. This results in queu
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Table 4.3-17 Sub-Area D - Highway 2
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Table 4.3-18 Sub-Area D - Highway 2
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Heavy trucks that currently access
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describes the types of areas where
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5. FINANCIAL ANALYSIS AND EVALUATIO
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• Operations Cost Inflation. The
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Table 5.1-2 Portland-Milwaukie Ligh
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Table 5.1-4 Required Local Matching
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Up to $164.9 million in Committed S
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State Payroll “In-Lieu” Revenue
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5.1.3 Existing Revenue Shortfalls T
- Page 517 and 518:
Additional Budgeted TriMet Contribu
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In years when less New Starts funds
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5.2 EVALUATION OF THE PROJECT This
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Table 5.2-2 Households and Employme
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Transit Ridership Table 5.2-5 summa
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5.2.1.4 Transit Network’s Ability
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Milwaukie will be in or near single
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Measures Displacements and Acquisit
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The No-Build Alternative would avoi
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measure of user benefits per passen
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6. COMMUNITY PARTICIPATION, AGENCY
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Lloyd District Transportation Manag
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Table 6.1-1 Stakeholder Meetings Da
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meetings were open to the public, w
- Page 546 and 547:
Table 6.1-2 Project Briefings to Es
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Table 6.1-2 Project Briefings to Es
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Table 6.1-2 Project Briefings to Es
- Page 552 and 553:
Table 6.1-2 Project Briefings to Es
- Page 554 and 555:
SDEIS Public Comment and Responses.
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Project events and meetings Project
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Table 6.3-1 Federal, State, and Loc
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Table 6.3-1 Federal, State, and Loc
- Page 562 and 563:
Section 401 Water Quality Certifica
- Page 564:
Building Permits - Department of Tr
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The project also received over 51 c
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7.2.3.1 Comments Related to Design
- Page 571 and 572:
elicited significant support. Comme
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Noise and Vibration Fifty-two peopl
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ail line’s influence on other tra
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treatments will be designed to meet
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Transit-oriented development - The