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National Historic Preservation Act Section 106 Consulting Parties Meeting #4 October 24, 2018

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Page 1: New National Historic Preservation Act Section 106 Consulting …longbridgeproject.com/wp-content/uploads/2019/07/LB_EIS... · 2019. 7. 31. · Consulting Parties Meeting #4 October

National Historic Preservation Act Section 106

Consulting Parties Meeting #4

October 24, 2018

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Meeting Agenda

• Section 106 Process Update• Action Alternatives for DEIS• Conceptual Engineering• Bike‐Pedestrian Crossing (Potential Mitigation)

– Questions/Comments

• Identification of Historic Properties• Assessment of Effects

– Questions/Comments

• Resolution of Effects and Next Steps

2

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Section 106 and NEPA Coordination 

3

ScopingPurpose

and Need

Project Alternatives

Environmental Studies and Evaluation

Draft EIS

Final EIS / ROD

Define Undertaking

Initiate Consultation

Section 10

6 NEPA 

Identify and Invite Consulting Parties

Define Area of Potential Effects (APE)

Identify & Evaluate Historic Properties

Determine  Effects to Historic Properties

Draft Memorandum of Agreement or Programmatic Agreement to Resolve Adverse Effects

Fall 2016 Winter 2017 – Winter 2018 Spring 2018 – Summer 2019 Fall 2019 – Summer 2020

Project OverviewPreliminary historic 

properties ID

Consulting Party 

Meeting #1

Draft APE, Identify Historic 

Properties

Assessment of Effects 

Methodology

Consulting Party 

Meeting #2Consulting 

Party Meeting #3

ScopingPurpose

and Need

Project Alternatives

Environmental Studies and Evaluation

Draft EIS

Final EIS/ ROD

Notice of

Intent

Resolve Adverse Effects

Consulting Party 

Meeting #5

Execute Memorandum of Agreement or Programmatic Agreement

Determine Effects

TODAYConsulting 

Party Meeting #4

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Long Bridge Project 

Area of Potential Effects (APE) and Limits of Disturbance (LOD)

4

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Action Alternatives for Draft EIS

5

• New two‐track bridge upstream of existing bridge

• Retain existing bridge

• New two‐track bridge upstream of existing bridge

• Replace existing bridge

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Conceptual EngineeringBridge Structure and Design Criteria

6

Steel Deck Plate Girder Steel Through Plate Girder

• Both options feasible under either Action Alternative• Structure type to be determined in final design

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Conceptual EngineeringNew GWMP Railroad Bridge• Existing through girder bridge with arched steel and stone masonry• Center pier located in median• New bridge(s) would be through plate girder with similar aesthetics• Bridges over NPS property would be designed compatible with 

existing resources

7

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Bike‐Pedestrian CrossingPotential 4(f) Mitigation

8

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Section DiagramsNew Railroad Bridge with Bike‐Ped Crossing Options

Option 1: Shared railroad bridge substructure 

9

Option 2: Independent bridge

Bike‐ped bridge Railroad Bridge Bike‐ped bridge Railroad Bridge

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Bike‐Pedestrian CrossingPotential 4(f) Mitigation

Option 1: Shared RR Bridge Substructure• Prefabricated truss 

superstructures• Extended railroad piers• Larger permanent footprint• Would require substantial 

security measures including railing or screening between bridges

• More difficult inspection and maintenance procedures

• More expensive than Option 2

10

Option 2: Independent Bridge• Prefabricated truss 

superstructures• Single column piers • Smaller permanent footprint• 25‐foot separation from railroad 

bridge• Simpler inspection and 

maintenance• Preferred by railroad operators 

and NPS • Construction cost 

approximately 20% less than Option 1

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Questions/Comments

11

• Section 106 Process Update• Action Alternatives for Draft EIS• Conceptual Engineering• Bike‐Pedestrian Crossing

– Questions/Comments

• Identification of Historic Properties• Assessment of Effects

– Questions/Comments

• Resolution of Effects and Next Steps

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Identification of Historic Properties:

Area of Potential Effect

12

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13

Identification of Historic PropertiesPhase IA Archaeological Assessment

Phase IA Process• Coordinated with DC and VA SHPO

• Documented history of LOD

• Site visit to verify desktop analysis

• Identified areas as having high, low, or no potential for resources

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14

Archaeology Next StepsShort term• Phase IA submitted to SHPOs• Draft EIS identifies Preferred 

AlternativeLong term• Prepare final design for Preferred 

Alternative• Continue Section 106 consultation• Conduct recommended 

investigations based on assessment and SHPO consultation prior to construction

Identification of Historic PropertiesPhase IA Archaeological Assessment

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Assessment of EffectsVisual Effects

15

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16

The EIS Noise and Vibration Study Area encompasses locations where substantial noise and vibration effects may occur.

Historic Properties within the Study Area may experience effects.

Assessment of EffectsNoise and Vibration Effects

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Assessment of EffectsSummary of Adverse Effects Determination 

Historic Property No Action Alternative

Action Alternative A

Action Alternative B

Cumulative Effects

Temporary Effects

National Mall DC No Adverse Effect

No Adverse Effect

No Adverse Effect

No Adverse Effect

Indirect Adverse Effect

George Washington Memorial Parkway (GWMP) VA/DC

No Adverse Effect

Direct Adverse Effect

Direct and Indirect Adverse Effect

Direct Adverse Effect

Direct and Indirect Adverse Effect

Mount Vernon Memorial Highway (MVMH) VA/DC

No Adverse Effect

Direct Adverse Effect

Direct and Indirect Adverse Effect

Direct Adverse Effect

Direct and Indirect Adverse Effect

East and West Potomac Parks DC

No Adverse Effect

Direct Adverse Effect

Direct Adverse Effect

Direct Adverse Effect

Direct and Indirect Adverse Effect

17

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Assessment of Effects National Mall (DC)

18

Actio

n Alternative A Physical Effects: No contributing features within railroad 

corridor. NO ADVERSE EFFECT.

Visual Effects: No significant views or visual resources in this portion of the HD. NO ADVERSE EFFECT.

Noise and Vibration Effects: No exceedances of FTA thresholds at test locations. NO ADVERSE EFFECT.

Actio

n Alternative B

Physical Effects: Same as Action Alternative A.

Visual Effects: Same as Action Alternative A.

Noise and Vibration Effects: Same as Action Alternative A.Cu

mulative No contributing features within railroad corridor or 

potential to alter significant views or visual resources. NO ADVERSE EFFECT.

Tempo

rary Construction staging and access would diminish integrity 

of feeling, association, and setting of the HD. INDIRECT ADVERSE EFFECT.

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Assessment of Effects GWMP (DC/VA)

19

Actio

n Alternative A Physical Effects: Construction of a new railroad bridge would 

remove contributing vegetation. DIRECT ADVERSE EFFECT.

Visual Effects: New bridge would be added in area of diminished integrity. NO ADVERSE EFFECT.

Noise and Vibration Effects: No exceedances of FTA thresholds at test locations. NO ADVERSE EFFECT.

Actio

n Alternative B

Physical Effects: Construction of a new railroad bridge would remove contributing vegetation. Would also remove the contributing railroad bridge. DIRECT ADVERSE EFFECT.

Visual Effects: Removal of existing Long Bridge and trestle would diminish integrity of setting and feeling. INDIRECT ADVERSE EFFECT.

Noise and Vibration Effects: Same as Action Alternative A

Cumulative

Construction of a bike‐pedestrian crossing and access ramp would remove contributing vegetation. DIRECT ADVERSE EFFECT.

Tempo

rary Construction staging, access, and trail relocation would diminish 

integrity of feeling, association, and setting of the GWMP. DIRECT AND INDIRECT ADVERSE EFFECT.

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Assessment of Effects MVMH (DC/VA)

20

Actio

n Alternative A Physical Effects: Construction of a new railroad bridge would 

remove contributing vegetation. DIRECT ADVERSE EFFECT.

Visual Effects: New bridge would be added in area of diminished integrity. NO ADVERSE EFFECT.

Noise and Vibration Effects: No exceedances of FTA thresholds at test locations. NO ADVERSE EFFECT.

Actio

n Alternative B Physical Effects: Same as Action Alternative A. 

Visual Effects: Removal of existing Long Bridge and truss would diminish integrity of setting and feeling. INDIRECT ADVERSE EFFECT.

Noise and Vibration Effects: Same as Action Alternative ACu

mulative

Construction of a bike‐pedestrian crossing and access ramp would remove contributing vegetation. DIRECT ADVERSE EFFECT.

Tempo

rary Construction staging, access, and trail relocation would diminish 

integrity of feeling, association, and setting of the MVMH. DIRECT AND INDIRECT ADVERSE EFFECT.

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Viewshed Analysis – GWMP/MVMHView from southbound motorway approaching Metrorail Bridge

21Existing Conditions

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Viewshed Analysis – GWMP/MVMHView from southbound motorway approaching Metrorail Bridge

22Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – GWMP/MVMHView from southbound motorway approaching Metrorail Bridge

23Alternative B Note: material and color choices to be determined in final design

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Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Long Bridge Corridor

24Existing Conditions

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25Alternative A

Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Long Bridge Corridor

Note: material and color choices to be determined in final design

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Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Long Bridge Corridor

26Alternative B Note: material and color choices to be determined in final design

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Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Metrorail‐14th Street bridges

27Existing Conditions

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Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Metrorail‐14th Street bridges

28Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – GWMP/MVMHView from northbound motorway approaching Metrorail‐14th Street bridges

29Alternative B Note: material and color choices to be determined in final design

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Viewshed Analysis ‐ GWMPView north on Mount Vernon Trail from Gravelly Point

30Existing Conditions

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Viewshed Analysis ‐ GWMPView north on Mount Vernon Trail from Gravelly Point

31Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis ‐ GWMPView north on Mount Vernon Trail from Gravelly Point

32Alternative B Note: material and color choices to be determined in final design

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Viewshed Analysis ‐ GWMPView south on Mount Vernon Trail from beneath Metrorail Bridge

33Existing Conditions

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Viewshed Analysis ‐ GWMPView south on Mount Vernon Trail from beneath Metrorail Bridge

34Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis ‐ GWMPView south on Mount Vernon Trail from beneath Metrorail Bridge

35Alternative B Note: material and color choices to be determined in final design

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Assessment of EffectsEast and West Potomac Parks (DC)

36

Actio

n Alternative A

Physical Effects: Construction of a new railroad bridge would remove contributing vegetation. DIRECT ADVERSE EFFECT.

Visual Effects: Despite visible changes along Ohio Drive SW and along perimeter of park, they do not rise to the level of adverse. NO ADVERSE EFFECT.

Noise and Vibration Effects: No exceedances of FTA thresholds at test locations. NO ADVERSE EFFECT.

Actio

n Alternative B Physical Effects: Removal of contributing Long Bridge represents 

a total loss of contributing feature.  Construction of a new railroad bridge would remove contributing vegetation. DIRECT ADVERSE EFFECT.

Visual Effects: Same as Action Alternative A.

Noise and Vibration Effects: Same as Action Alternative A.Cu

mulative

Construction of a bike‐pedestrian crossing and access ramp would remove contributing vegetation. DIRECT ADVERSE EFFECT.

Tempo

rary

Construction staging and access would diminish integrity of feeling, association, and setting of the HD. Temporary construction noise has potential to diminish integrity of contributing U.S. Engineers’ Storehouse. DIRECT AND INDIRECT ADVERSE EFFECT.

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Viewshed Analysis – E. Potomac ParkFacing north on Ohio Drive SW

37Existing Conditions

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Viewshed Analysis – E. Potomac ParkFacing north on Ohio Drive SW

38Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – E. Potomac ParkFacing north on Ohio Drive SW

39Alternative B Note: material and color choices to be determined in final design

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

40Existing Conditions

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

41Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

42Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

43Existing Conditions

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

44Alternative A Note: material and color choices to be determined in final design

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Viewshed Analysis – E. Potomac ParkFacing northwest from Hains Point

45Alternative B Note: material and color choices to be determined in final design

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Questions/Comments

46

• Section 106 Process Update• Action Alternatives for Draft EIS• Conceptual Engineering• Bike‐Pedestrian Crossing

– Questions/Comments

• Identification of Historic Properties• Assessment of Effects

– Questions/Comments

• Resolution of Effects and Next Steps

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Resolution of Effects

• Adverse effects identified for the National Mall, GWMP, MVMH, and East and West Potomac Parks historic districts.  

• Adverse effects would be intensified in Action Alternative B

• Adverse effects will be resolved through appropriate avoidance, minimization, and mitigation measures and documented in a MOA or PA

47

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Resolution of Effects

Some measures already identified through consultation:

48

• Retain Long Bridge and GWMP railroad bridge (Action Alternative A)

• Dismissed alternatives outside of Long Bridge Corridor (did not meet Purpose and Need)

• New bridge(s) to be compatible with existing bridges• Compatible aesthetic treatment of new bridges within NPS 

properties• Appropriate construction management and screening

Mitigation • New trees and other vegetation to replace mature vegetation and screen new structures

Minimization

Avoidance

FRA and DDOT welcome additional ideas on potential avoidance, minimization, and mitigation options from SHPOs and Consulting Parties 

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Schedule for Continued ConsultationOctober 24, 2018: Consulting Party Meeting #4• Review findings of the draft AOE Report • Solicit input on avoidance, minimization, and mitigation 

strategies• Comments on today’s meeting and the AOE Report due 

November 9, 2018.

Fall 2018/Winter 2019• Incorporate comments on AOE Report• Identify Preferred Alternative (Public Meeting Nov 29th)• Issue final determination of effect to SHPOs and notify ACHP• Develop and refine resolution strategies

Winter/Spring 2019: Consulting Party Meeting #5• Present resolution strategies• Discuss draft MOA or PA

Winter 2020: MOA or PA signed

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Assess Adverse Effects

Resolve Adverse Effects

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Consulting Party Questions & Comments

Comments can be provided in multiple ways:– At this meeting– Website: www.longbridgeproject.com– Email: [email protected] ‐ ENCOURAGED!

– Correspondence addressed to:

Ms. Amanda MurphyEnvironmental Protection SpecialistFederal Railroad Administration1200 New Jersey Avenue SEWashington, DC 20590

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