CRC FSEIS/R

Mass. Highway Department, Charles River Crossing, Final Supplemental Environmental Impact Statement/Report, Dec. 1993, S-1 - S-9.


Background: The Mass. Executive Office of Environmental Affairs approved the Draft Supplemental EIS/R for the Charles River crossing in Oct. 1993. With this approval, the Highway Department proceeded to prepare the Final SEIS/R for the crossing, from which the "Executive Summary," below, is taken. The summary covers the reasons the state preferred a two bridge mainline crossing with land-based tunnels connecting I-93 and Storrow Drive on the south side of the river (Preferred Alternative), to the one proposed by the Bridge Design Review Committee, 8.1D Mod 5, and also to Scheme Z.


EXECUTIVE SUMMARY

Charles River Crossing, Final Supplemental Environmental Impact Statement/Report Section 4(f) Evaluation

· Introduction

The Massachusetts Highway Department (MHD) and the Federal Highway Administration have prepared this Final Supplemental Environmental Impact Statement/Report (FSEIS/R) for the Charles River Crossing in the Area North of Causeway Street subarea of the Central Artery/Tunnel Project (the Project) in Boston and Cambridge. The Final Section 4(f) Evaluation is published at the end of Part I of the FSEIS/R.

The 1993 DSEIS/R considered the impacts of Scheme Z as weighed against three new design alternatives: Alternative 8.1D Mod 5, which resulted from the Bridge Design Review Committee (BDRC) process and which was the subject of the Notice of Project Change (NPC) of September 1992; and two alternatives of that design, the Reduced River-Tunnel and Non-River-Tunnel Alternatives. All three new designs were developed with the goal of minimizing the aesthetic and environmental effects of Scheme Z, while maximizing traffic operational efficiency and maintaining appropriate levels of safety.

This FSEIS/R describes the environmental, aesthetic, and construction impacts of the Preferred Alternative, and compares them to the impacts of Scheme Z, the Proposed Action of the 1991 Projectwide FSEIS/R. The Preferred Alternative is based on the Non-River-Tunnel Alternative as presented in the 1993 Charles River Crossing DSEIS/R, with refinements added since publication of the latter document.

· Major Policy Issues Affecting The Charles River Crossing

Since no alternative presented in the 1993 DSEIS/R demonstrates clear superiority in all transportation and environmental categories, a balancing of interests is needed to arrive at a preferred alternative. As noted by the Secretary of the Massachusetts Executive Office of Environmental Affairs (EOEA) in the Massachusetts Environmental Policy Act (MEPA) Certificate on the 1993 DSEIS/R, the environmental impacts of the three new design alternatives are "the same or similarly significant"; they will not be the determining factor in such a selection. The Certificate and responses to it are located at the end of this summary

The Charles River Crossing is needed to link regional highway facilities on the south side of the river, including components of the Central Artery/Tunnel Project in Boston, to the regional network on the north side of the river, and to complete all necessary local connections to these facilities.

The Preferred Alternative described in this FSEIS/R is intended to reduce the environmental and aesthetic impacts of Scheme Z, while increasing its level of improvement in traffic operations and safety. Scheme Z provided acceptable traffic operations for the Project. It was approved in concept during the 1991 environmental review process that followed the publication of the 1991 FSEIS/R. The then Secretary of EOEA, however, requested further study of the Charles River Crossing portion of the Project in order to review ways to minimize the aesthetic and environmental impacts of the design. A 2-year design review effort ensued involving the BDRC, with over 40 representatives of local and professional design interests. An extensive environmental review process followed, beginning with the NPC. In November 1993, the Secretary of the Executive Office of Transportation and Construction (EOTC) identified the Preferred Alternative to be evaluated in this FSEIS/R.

A number of criteria were used as the basis of selection of the Preferred Alternative over Scheme Z and the other two designs evaluated in the 1993 DSEIS/R. Overall, the criteria recognize the goals and objectives of MHD, FHWA, and the U.S. Army Corps of Engineers (USACE) to construct a Crossing that causes the least environmental damage, yet maximizes the Project goal of increased traffic efficiency and safety. These criteria also incorporate the goals of maximizing parkland potential supported by EOEA and the Metropolitan District Commission (MDC), which is the regional park agency with jurisdiction in the Charles River area. Moreover, these criteria achieve the goals of the BDRC with regard to improving bridge aesthetics and the open space environment in the Charles River Crossing area.

Traffic Operations And Safety. Efficient traffic flow and safety are primary Project objectives. The Preferred Alternative fulfill the transportation objectives and improves on the efficiency of Scheme Z. The inclusion of land-based tunnels in the North Station area provides direct access between the Central Artery and the Leverett Circle/Storrow Drive area, eliminates the double crossing of the Charles River; reduces traffic volume on local streets, and decreases the total number of vehicle miles travelled. The inclusion of a high-occupancy vehicle (HOV) lane on 1-93 southbound encourages efficient use of the regional highway system. A downtown on-ramp to I-93 northbound is included in the Preferred Alternative, which was not in Scheme Z. 

Environment And Aesthetics. A major focus in design development has been the reduction in the mass of Scheme Z's loop ramps, and their relocation away from ale riverbank. On the north bank of the river, Scheme Z has six loop ramps rising to high elevations and close to the river's edge. The Preferred Alternative reduces this mass to three then two loop ramps, which are much lower in height, and farther away from the riverbank. In addition, the number of bridge structures is reduced from three bridges to two. The double-deck bridge of Scheme Z is replaced by a single-deck bridge. The profiles of the two bridges are similar, reducing visual impact. Overall the Preferred Alternative minimizes impacts of the Crossing on parklands, aquatic and historic resources, and surrounding communities. 

Cost. The cost of the Charles River Crossing was not a factor in evaluating the environmental impacts of the alternatives. Fiscal responsibility was considered in identification of the Preferred Alternative once the environmental impacts of the alternatives, as analyzed and documented in the environmental review process to date, proved to be substantially equivalent.

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· Approach Of This FSEIS/R

This FSEIS/R compares the impacts of the Preferred Alternative, selected following a broad-based analysis of the four designs compared in the 1993 DSEIS/R, with the impacts of Scheme Z, the Proposed Action of the 1991 FSEIS/R. A summary analysis and comparison of the four designs and refinements is presented in Chapter 2; the remainder of the document focuses on the Preferred Alternative and Scheme Z.

Chapter 2 describes the selection process for the Preferred Alternative. It identifies the goals and objectives that were used in selecting the Preferred Alternative, and includes a review of the Project's transportation, environmental, and aesthetic objectives for the Charles River Crossing design. Also described are the goals and objectives identified by the BDRC which were incorporated into the Project's overall goals and objectives. The selection of the Preferred Alternative resulted from a comparison of the impacts of Scheme Z and the three alternative designs for the Charles River Crossing in relation to these established goals and objectives. As noted in the MEPA Certificate of October 15, 1993, on the DSEIS/R, and confirmed by the results of the above-referenced comparison of impacts, there was no obvious choice among the four designs based upon comparing environmental impacts alone. The reasons why the Preferred Alternative was selected are set out (best balance among the various considerations), as well as the features and impacts of each of the design alternatives (and refinements) that were not selected.

· Summary Description Of The Preferred Alternative And Scheme Z

Preferred Alternative. The Preferred Alternative includes two land-based tunnels beneath the North Station area which provide connections between I-93 south of the Charles River and Storrow Drive. The inclusion of these tunnels allows for the elimination of the "double crossing" of the Charles River required by Scheme Z. There are three loop ramps merging to two in East Cambridge, and a total of 14 lanes of traffic crossing the Charles River. The mainline bridge is proposed as a 10-lane cable-stayed structure with a diamond-shaped tower on either side of the river. The mainline bridge features four lanes in each direction and an additional two lanes on its eastern side to carry downtown Boston and Sumner Tunnel traffic to 1-93 northbound. A second bridge, with a profile similar to the mainline structure, carries an additional four lanes (two in each direction) to and from Storrow Drive/Leverett Circle. A total of 3,300 linear feet (lf) of highway are in land-based tunnels in the North Station area. A ventilation building, necessary to service the tunnels, is situated on the south side of the Charles River and constructed below ground behind North Station east of Nashua Street, with ventilation and exhaust-air stacks built above ground.

Several refinements have been incorporated into the design since the DSEIS/R. There is no resulting change in alignment, but some of these changes involve important reductions in the impacts of the Preferred Alternative. One, the realignment of the Nashua Street off-ramp, result in the relocation of the ventilation building farther south, adjacent to the viaduct ramps and Storrow Drive connector. The realignment of the City Square off-ramp (Ramp C-L) to the Sullivan Square area avoids previously described impacts to the athletic facilities at Bunker Hill Community College. The realignment of Nashua Street avoids affecting a residential building in the Lowell Square area. Finally, the design of the 1-93 collector/distributor as a single-deck structure simplifies and improves the roadway design.

Scheme Z. Scheme Z features three bridge structure: two cable-stayed bridges with a tower on each side of the Charles River, and a double-deck bridge differing in type and profile from the main bridge. There are no tunnels and no ventilation building in this Project subarea. The two cable-stayed bridges, each with five lanes of traffic in one direction, accommodate the 1-93 mainline, while the double-deck bridge (three lanes over three) accommodates traffic to/from Leverett Circle/Storrow Drive, for a total of 16 lanes over the river. Viaduct structures in East Cambridge provide connections to Storrow Drive and Charleston. Some traffic movements (I-93 northbound to Storrow Drive, and Storrow Drive to 1-93 southbound) require motorists to cross the river twice. The dominant features of this design are the large bridge structures which have inconsistent profiles and six loop ramps in East Cambridge.

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· Summary Of Environmental Impacts

Traffic And Transportation. The Preferred Alternative improves traffic operations over those of Scheme Z. It shifts daily traffic volumes to the expressway and away from local and arterial streets. There are two major reasons for this:

· elimination of the need for double crossings of the Charles River, which increases the capacity of 1-93 and allows it to be used more efficiently

· inclusion of a new northbound on-ramp in the upper downtown area, making 1-93 more accessible

As a result, traffic volumes are lower with the Preferred Alternative than Scheme Z at a number of key intersections: Keany Square, City Square, and Sumner Tunnel/North Washington Street. The Preferred Alternative further reduces traffic volume and improves operations in City Square because of the relocation of Scheme Z's City Square off-ramp (Ramp C-L) to Cambridge Street near Sullivan Square in northern Charleston. Nine intersections operate at level of service (LOS) F in the PM peak hour with the Preferred Alternative compared to ten with Scheme Z. In the AM peak hour, 13 intersections operate at LOS F with the Preferred Alternative and 14 with Scheme Z. The air quality performance in aggregate at these intersections is slightly better for the Preferred Alternative than for Scheme Z.

Traffic conditions on the 1-93 mainline are similar overall for the Preferred Alternative and Scheme Z. Variations occur in different parts of the mainline and at different times of day.

The Preferred Alternative includes an HOV lane on the 1-93 southbound mainline which is not included in Scheme Z, which has an HOV facility on the Nashua Street off-ramp only. The advantage for HOVs relative to general-purpose traffic is greater with the Preferred Alternative.

No permanent impacts on commuter railroad service are anticipated. Some impacts during construction on light rail (i.e., the Green Line) are foreseen, and are being coordinated with the Massachusetts Bay Transportation Authority (MBTA). The Preferred Alternative does not impede the development of a future rail link between North and South Stations.

Existing hazardous cargo routes within the Project limits are not affected. The 1993 DSEIS/R cited the discussion between MHD and the Boston Fire Department (BFD) concerning the possibility of use by hazardous cargo vehicles of the tunnels being constructed as part of the CANA project, a separate MHD project. This discussion has since been resolved: CANA tunnels, in compliance with City and State regulations, cannot be used by hazardous cargo vehicles; such vehicles also will be prohibited from all tunnel segments of the Central Artery/Tunnel Project. Adequate alternative routes exist for the transportation of hazardous cargo.

The Preferred Alternative, by eliminating the double river crossing, reduces Projectwide vehicle miles travelled (VMT) by 0.6 percent and vehicle hours travelled (VHT) by 0.9 percent), compared to Scheme Z.

Land Use Including Open Space. Neither the Preferred Alternative nor Scheme Z results in long-term land use pattern changes. Both, however, do affect development opportunities of land on both sides of the river, both result in takings of land and buildings, and both affect existing and planned open space. The major land use impact is on existing and proposed parkland and open space. While expansion of parkland is allowed by both designs, implementation of the MDC parkland master plan concepts is facilitated by the Preferred Alternative. An extensive parkland mitigation program in the New Charles River Basin area has been coordinated with the MDC and the Massachusetts Department of Environmental Protection (DEP) (see chapter 6, Mitigation).

Parkland impacts including the mitigation program are discussed in tile Final Section 4(1) Evaluation summary Open space impacts are as follows:

North Point Area: In the North Point area, the Preferred Alternative results in a major improvement over Scheme Z in impacts on area development and recreational use of the river.

North Bank Transportation Corridor: In this corridor; which includes the MBTA commuter railroad tracks and bascule bridge and the existing 1-93 bridge, the Preferred Alternative is a substantial improvement over Scheme Z, with its loop ramp set farther away from the riverbank, opening the area to a much greater extent, thereby creating less continuous shadow impacts on the Charles River than Scheme Z. The existing 1-93 bridge will be removed as part of the new Crossing.

South Bank Transportation Corridor: This area is between Paul Revere Landing Park South and the railroad crossing and is primarily part of the riverfront path system. The Preferred Alternative offers superior bridge aesthetics over Scheme Z, with more open views and a wider gap between its two bridges compared to Scheme Z.

City Square Park: The Preferred Alternative has a more positive effect than Scheme Z on City Square Park, which is being constructed on land reconfigured by the CANA project. The Preferred Alternative design removes the City Square off-ramp near Sullivan Square in northern Charleston, reducing traffic in City Square and providing a safer setting and better access to the park.

Other Major Impacts. Other major impacts include the following.

Property Takings: The Preferred Alternative, as proposed, requires more permanent takings than Scheme Z and has greater right-of-way impacts. It involves the acquisition of the Spaulding Rehabilitation Hospital and Boston Thermal Energy Corporation's (BTEC) Minot Station steam generating plant. All efforts will be made to minimize acquisition requirements during the final design process. Scheme Z takes neither. The DSEIS/R stated that the Non-River-Tunnel Alternative (now the Preferred Alternative) required the reconfiguration of athletic fields at Bunker Hill Community College; because of design refinements since the DSEIS/R, the College is no longer affected.

Economic Impacts: The Preferred Alternative will have a more positive impact than Scheme Z. The improved aesthetic impacts on the North Point area facilitate future proposed development. Overall, however, macroeconomic fluctuations in the business cycle have a greater impact on this than either design.

Joint Development: Five parcels of land have potential for joint development (see Figure 4.19): the Massachusetts General Hospital (MGH) Nashua Street parcel; the Spaulding Hospital site; the air rights garage parcel above the MBTA railroad tracks; the Lomasney Way parcel; and the Rutherford Avenue parcel. In general, both the Preferred Alternative and Scheme Z allow for joint development on all parcels. The Lomasney Way parcel has joint development potentials under either design. Neither design affects the Rutherford Avenue parcel. The taking of the Spaulding Hospital site for the Nashua Street off-ramp expands joint development opportunities. The southern portion is consolidated into the MGH Nashua Street parcel; the northern portion is consolidated into the MDC Nashua Street Park for additional parkland development. The air rights garage, however, is decreased in size by 49 percent with the Preferred Alternative.

Air Quality: The Preferred Alternative represents a slight benefit to air quality as compared to Scheme Z. The regional areawide (mesoscale) analysis for the year 2010 shows decreases in emissions of carbon monoxide (CO) of 0.7 percent nitrogen oxides (NOx) of 0.6 percent volatile organic compounds (VOC) of 0.3 percent, and particulate matter (PM10) of 0.7 percent for the Preferred Alternative as compared to Scheme Z.

The microscale analysis indicates that the Preferred Alternative causes no violations of ambient air quality standards for the years 1001 and 2010. Of the 23 intersections considered, CO concentrations in 2010 are estimated to be better at 13 intersections with the Preferred Alternative than with Scheme Z, because of improved traffic operations on local and arterial streets. Overall impacts of the Preferred Alternative are, in general, less than those of Scheme Z.

The Preferred Alternative has land-based tunnels and one below-grade ventilation building, which Scheme Z does not. No violations of National and State Ambient Air Quality Standards (AAQS) and DEP Policy Guidelines for N02 are predicted as a result of emissions from this ventilation building.

Noise and Vibration: Traffic noise impacts were assessed at 20 receptor sites. For both designs, 2010 noise levels approach or exceed FHWA Noise Abatement Criteria (NAC) at 19 out of the 20 sites; three more sites than do existing noise levels. No substantial impacts are expected.

The ventilation building for the Preferred Alternative is built below grade, minimizing noise levels which are within DEP criteria. Scheme Z requires no ventilation building.

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Future traffic vibrations are not predicted to reach levels high enough to cause damage to historic or nonhistoric structures, or to adversely affect people inside buildings.

Wetlands: Both the Preferred Alternative and Scheme Z have minimal long-term impacts to Federal and State aquatic resources in the Charles and Millers Rivers due to placement of bridge piers. The Preferred Alternative results in more fill of State and Federal resources for access ramps. Scheme Z affects 70 lf. of bank and 0.11 acres of Land Under Water (LUW) in both the Charles and Millers Rivers. The Millers River is, however, a substantially degraded resource area with minimal wetlands functions. All activities in the Charles and Millers Rivers have an insignificant impact to the principal valuable functions of Federal jurisdictional aquatic resources, and the performance standards of the Massachusetts Wetlands Protection Act will be met. Impacts to Federal and State resource areas will be mitigated by the construction of a water feature in the North Point area as part of the New Charles River Basin mitigation program discussed in Chapter 6.

Waterways: The Preferred Alternative results in fewer permanent impacts to filled tidelands and waterways than Scheme Z. This is due to the inclusion of land-based tunnels, which maximizes waterways interests of public access and visual quality. In addition, the amount of viaduct and pier structure is reduced and loop ramps are moved away from the Charles River bank. Parkland with substantially improved public access will result from the mitigation program.

Water Quality: No long-term impacts to water quality are anticipated from either the Preferred Alternative or Scheme Z. Both result in minor temporary increases of turbidity due to construction of bridge piers.

The Preferred Alternative generates less stormwater runoff than Scheme Z since a portion of the roadway is in tunnel; stormwater flows for Scheme Z cause no significant degradation of water quality. In either design, stormwater runoff will be discharged below the Charles River Dam and Locks into Boston Harbor. Tunnel washdown water is discharged to sanitary sewers for treatment.

Navigation: No long-term impacts to navigation in the Charles River are anticipated from the Preferred Alternative or Scheme Z. Some short-term impacts are unavoidable during construction; these will require coordination with the affected marine community agencies with jurisdiction over navigation.

Fisheries: There are no long-term impacts to fish habitat under either the Preferred Alternative or Scheme Z. Construction period impacts to fisheries will be minimized by avoiding construction activity in the Charles River which could affect fish migration.

Other Aquatic Resources: The Project has minimal long-term impacts on floodplains arid wildlife. Both designs are consistent with the Massachusetts Coastal Zone Management program.

Threatened and Endangered Species: No known Federal listed threatened or endangered species are known to use the Area North of Causeway Street.

Historic And Archaeological Resources: The Preferred Alternative requires the underpinning of the Registry building at 100 Nashua Street, a National Register-eligible structure. Generally, the Preferred Alternative does not have adverse long-term impacts that significantly impair the integrity and attributes of historic structures in the affected area. Scheme Z dramatically alters the setting of Tower A, largely obscuring views of it. If new archaeological resources art identified in the 1-93 corridor north of the Gilmore Bridge, these may be mitigated by revisions to locations of structural supports for the new adjacent collector/distributor viaduct.

Hazardous Waste Sites: No hazardous waste sites or areas of extensive soil or groundwater contamination have been identified in the Area North of Causeway Street.

Visual Impacts: Visual impacts of the Preferred Alternative's bridges are superior to those of Scheme Z, since it has two bridges of consistent profile, where Scheme Z features three, one of which is a double-leak structure. The Preferred Alternative features three loop ramps which merge to two in East Cambridge - less in number and simpler in design compared to the six loop ramps with Scheme Z; the latter are higher and closer to the riverbank. The loop ramps of the Preferred Alternative are more coordinated with other elements, arid visual impacts on the water environment are generally reduced compared to Scheme Z.

Scheme Z passes 55 feet above the Charles River and is supported by 11 piers in the water. The piers visually dominate the river and create a 270-foot-long corridor of shadow, including 65 feet of gaps. Parkland proposed along the river is limited in width and partly in shadow due to the loop ramps. Shadows on parklands are reduced with the Preferred Alternative, and a less cluttered view is provided.

The Preferred Alternative requires one ventilation building on the south side of the river. It will be built primarily below grade with stacks extending above grade.

Energy: The difference in energy requirements of the Preferred Alternative and Scheme Z is negligible.

Construction Staging And Sequencing: The goal of the Project is to stage construction with traffic control plans which maintain existing traffic conditions with as little disruption as possible. All bridge construction requires turbidity controls, and temporarily interferes with navigation. Duration of construction is similar for both the Preferred Alternative and scheme Z (8.5 years).

Materials Disposal: The total volume of dredged and excavated materials is 494,000 cubic yards (cy) for the Preferred Alternative, and 154,000 cy for Scheme Z. The greater volume for the Preferred Alternative is due largely to the inclusion of land-based tunnels in the design. Excavated materials will be processed into Project backfill or landfill cover or shaping material, or processed for distribution to municipal landfills as cover. Excavated and dredged materials will be disposed of m accordance with applicable regulations

Short-Term Uses Versus Long-Term Impacts: Both the Preferred Alternative and Scheme Z include to mitigate potential short- and long-term adverse impacts. With the above general commitments, the short-term construction impacts are minimized while enhancing the long-term productivity of the environment.

Irreversible And Irretrievable Commitment Of Resources: Implementation of either the Preferred Alternative or Scheme Z involves a permanent and irretrievable commitment of natural, physical, and fiscal resources. A onetime irretrievable expenditure of $995 million for the Preferred Alternative or $489 million for Scheme Z (estimated, based on August 1993 dollars) includes construction and right-of-way acquisition. Substantial amounts of labor and raw materials are required for construction of either design. Permanent takings of land and buildings are higher for the Preferred Alternative than for Scheme Z.

Removal of the existing 1-93 piers, for either design, enhances the Charles River. The Preferred Alternative encroaches on the Millers River. That river is, however, considerably degraded and serves little active wetlands functions; and the opportunities for expansion of the Charles River Reservation are greatly enhanced overall, particularly by the Preferred Alternative, which has less viaduct and pier structure than Scheme Z. Shadow impacts are therefore less as well for the Preferred Alternative.

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Resolution Of Areas of Controversy. Areas of controversy identified in the DSEIS/R Summary are now resolved by the selection of the Preferred Alternative, as described in Chapter 2 of this FSEIS/R. The fewer loop ramps in East Cambridge and the proposed bridge structure of the Preferred Alternative represent an appropriate and achievable balance between transportation objectives and aesthetic and environmental interests. Several commenters on the DSEIS/R indicated that these structures are a major improvement over those of Scheme Z. In addition, Bunker Hill Community College athletic facilities are no longer affected since Ramp C-L has been relocated out of the College area to Cambridge Street.

Resolution Of Issues. MHD's responses to issues raised on the 1993 DSEIS/R for the Charles River Crossing are addressed in chapter 7 and in the responses to comments in the Appendix in Part II of this FSEIS/R.

· Major Actions Proposed By Other Governmental Agencies In The Project Area

MBTA. The MBTA plans to upgrade service at North Station: extension of the railroad tracks and platforms; construction of a new Green/Orange Line superstation below grade, replacing the Green Line now on viaduct; and construction of an underground parking behind the Boston Garden. The MBTA also plans to relocate the Green Line Lechmere station and reconstruct the Science Park station.

MDC. The MDC seeks to develop continuous open space along the north and south banks of the Charles River between the Esplanade and Boston Harbor. The MDC parkland master plan includes a new park between Nashua Street and the river; a new park on the Cambridge side, and extensions of pedestrian and bicycle paths.

Cambridge Community Development Department. Plans for the North Point area redevelopment for mixed residential/commercial use have been reviewed and approved by the Cambridge Community Development Department.

North Station/South Station Rail Link. The Massachusetts EOTC and the Federal Transit Authority are investigating the feasibility of constructing a continuous rail link through central Boston, including through the Area North of Causeway Street. The new underground link would provide through service that now terminates at each railroad station. The Preferred Alternative accommodates the rail link and allows for the most flexibility for future rail link design.

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· Other Federal Actions Required For Implementation Of Proposed Action

USACE.

· Section 10 Permit, for construction and dredging in navigable waters

· Section 103 Permit (Marine Protection, Research, and Sanctuaries Act) for ocean disposal of dredged material

· Section 401 Water Quality Certification (U.S. Clean Water Act), administered by the Massachusetts DEP, Division of Water Pollution Control

· Section 404 Permit for discharge or dredged or fill material in water of the US.

Department Of Interior.

· Section 106 National Historic Preservation Act of 1966 review

EPA.

· National Pollution Discharge Elimination System Permit

Federal Aviation Administration.

· Federal Aviation Regulations, Parts 77,151, and 152

Coast Guard.

· Permits for new bridges over navigable waters

· Permits for alterations of existing bridges

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SUMMARY OF FINAL SECTION (4f) EVALUATION

· Parklands

Leverett Circle/Storrow Drive (Charles River Esplanade): With both the Preferred Alternative Scheme Z, Leverett Circle is reconfigured. With the Preferred Alternative, a small area is changed from roadway landscaping to pavement (a net decrease of 0.33 acre), and an adjacent area from pavement to landscaping (a net increase of 0.15 acre). Scheme Z has similar impacts, but with a net decrease of 0.3 acre of landscaping and net increase of 0.27 acre.

Charles River Basin Extension Recreation Area: This water recreation area is between the old dam and the MBTA bridge. The Preferred Alternative reduces the visual impacts of Scheme Z through reduction of the number and height of loop ramps on the north bank of the Charles River. Noise impacts are reduced through greater setbacks with the Preferred Alternative.

Nashua Street/Spaulding Walkway: This area is planned for passive uses. The Preferred Alternative substantially improves the quality of the area, compared to Scheme Z. With the latter design, the area is dominated by views and noise of six densely nested loop ramps, rising 105 feet in height, across the river.

Parkland At The Former GSA Site: The MDC proposes a park at this location. The Preferred Alternative substantially reduces the visual impacts on the park site present with Scheme Z.

Paul Revere Landing Park North: This area will be expanded upstream as a mitigation measure of the Project including the removal of the ramp stubs constructed under the CANA Project. It is envisioned as a major passive use area oriented to the river and the locks. The Preferred Alternative has visual and noise impacts on the park, but does allow farther expansion, compared to Scheme Z.

Charles River Dam Walkway: Both the Preferred Alternative and Scheme Z improve the setting of the Charles River Dam walkway by removing the existing I-93 bridge and replacing it with a new bridge farther upstream.

Paul Revere Landing Park South: The Preferred Alternative allows the successful implementation of the planned functions and uses of the MDC master plan, i.e., an entry area for the riverfront park system pedestrian connections, and passive uses oriented to the river and the locks. The Preferred Alternative also offers substantially improved bridge aesthetics over Scheme Z which benefits fixture park users.

Bunker Hill Community College Athletic Facilities: A new refinement of the Preferred Alternative removes the northbound off-ramp to Rutherford Avenue from the College's fields, so that they are no longer affected.

· Historic Resources

Charles River Basin District: Reconfiguration of Leverett Circle minimally changes the definition of this historic district, but does not affect contributing features of the district.

Granite Seawalls In The Lower Basin of the Charles River: Both designs require reconstruction of the seawall. In both instances, the seawalls would be dismantled and replaced in kind. In addition, the New Charles River Basin mitigation program removes a small section of the seawall.

Tower A: The Preferred Alternative avoids any permanent use of the railroad building. Scheme Z dramatically alters the setting, largely obscuring news of it

100 Nashua Street (Registry Of Motor Vehicles): The Preferred Alternative has a southbound tunnel under the building, requiring underpinning before construction. Scheme Z does not affect this resource.

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NEW CHARLES RIVER BASIN MITIGATION PROGRAM

As a result of Project impacts on waterways, wetlands, and 4(f) resources, an extensive mitigation program has been incorporated into the Project. The program in the area of the Charles River Crossing is based on the concepts of the MDC's New Charles River Basin Master Plan. The goal of the program is to match the quality of the existing MDC Esplanade upstream of the old Charles River Dam.

The MDC master plan seeks to complete the connection of the Esplanade to Boston Harbor, with a continuous system of landscaped areas and pedestrian walkways. The parkland measures will include new water features to compensate for direct Project impacts to existing waterways and wetlands. Upgrading of historic MDC facilities are included in the program. The schedule for the MDC's master plan is dependent on the Project schedule. The Secretary of Environmental Affairs has directed that the mitigation measures be implemented as early as possible. According to a conceptual implementation schedule, several measures are to be implemented prior to mainline construction, others during construction as certain Project components are completed. Features of the program include the following existing and new parcels. Acreages where given are approximate; landscaping, lighting, and park furnishings will be appropriate to each parcel.

Paul Revere Landing Park South: This 2.1-acre area will be improved as a major entrance to the Basin, with intersecting pathways connecting with a pedestrian bridge over the MBTA railroad tracks.

Lovejoy Wharf Park: Lovejoy Wharf has an area of 0.8 acre and is adjacent to Paul Revere Landing Park South. It will include a path linking it to the North Washington Street bridge and to the North End Waterfront park.

Leverett Circle/Storrow Drive: Landscaping of 0.9 acre, and architectural treatment of the new underpass facade will be provided. An extension to the new Nashua Street Park will be included in the program to replace the existing pedestrian overpasses.

Paul Revere Landing Park North: Expansion of this to 4.6 acres and relandscaping will provide a gateway to the new park system from Charleston. Pathways will provide connections to other park areas.

Paul Revere Landing Park North, Westerly Extension, Including Millers River Area: This new parkland area of 6.0 acres will extend west along the riverbank, with walkways connecting to other parklands and roadway facilities. Also included is pedestrian passage across the Charles River on the MBTA bascule bridge.

Rutherford Avenue Parcel: The parcel is planned as a buffer between Charleston and Project structures behind the parcel.

Nashua Street Park: This 2.6-acre linear parcel will include a walkway connecting to the Esplanade upstream via the new pedestrian overpass to be built at Leverett Circle. A small area from the Spaulding Hospital site will be added to the park.

North Point East: A riverside parcel of land will be expanded to provide new parkland and a pedestrian link to the walkway over the MBTA railroad tracks, and existing pilings and the deck of an old railroad trestle will be removed subject to consultation with the owner(s). A portion of the new water feature, described below, will be located here.

North Point West: Riverside parkland along North Point inlet and a new water feature are the main components of this park. Walkways will connect the Museum of Science to North Point East through this area. Banks of the new water feature will be planted with wetland vegetation. The MDC central services facility will be relocated prior to development.

Historic Dam North: North of the historic lock, the stables and boathouse will be upgraded and parklands refurbished.

Historic Dam South: South of the lock, historic MDC buildings will be upgraded and parklands refurbished.

North Point Wilds: A new park of 6.3 acres between the proposed North Point development and the MBTA railroad right of way will become a buffer area.

The EOTC, MHD, and MDC have entered into an Amended and Restated Memorandum of Agreement regarding the roles and responsibilities of implementing the above New Charles River Basin mitigation program. It is appended to the end of the Final Section 4(f) Evaluation in this document.

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