New Bedford River Walk Feasibility Study Update by Brown, Richardson + Rowe

New Bedford River Walk Feasibility Study Update JUNE 2020

PREPARED FOR THE CITY OF NEW BEDFORD, MA BY: BROWN, RICHARDSON + ROWE STANTEC LEC ENVIRONMENTAL CONSULTING, AND WOODS HOLE GROUP

FUNDED BY:

THE COMMONWEALTH OF MASSACHUSETTS

GATEWAY CITY PARKS PROGRAM EXECUTIVE OFFICE OF ENERGY AND ENVIRONMENTAL AFFAIRS 1

ACKNOWLEDGMENTS CITY OF NEW BEDFORD

BROWN, RICHARDSON + ROWE

Christina R. Connelly

Nina Brown, RLA

Michele Paul, LSP

Althea Northcross

Tabitha Harkin, AICP

Sophie Morrill

Mary S. Rapoza Carlos Fragata Sarah Porter NEW BEDFORD HARBOR TRUSTEE COUNCIL

Steve Block Andy Jones Deborah Marshall-Hewlitt Karen Pelto EXECUTIVE OFFICE OF ENERGY AND ENVIRONMENTAL AFFAIRS GATEWAY CITY PARKS PROGRAM

Kurt Gaertner DEPARTMENT OF ENVIRONMENTAL PROTECTION

Cathy Kiley Carlos Fragata

STANTEC

Michael Paiewonsky, AICP Alison LeFlore, AICP Joe Salvetti, LSP WOODS HOLE GROUP

Kirk Bosma, PE LEC ENVIRONMENTAL CONSULTING

Mark Manganello

TABLE OF CONTENTS 1.0 INTRODUCTION AND VISION 1 1.1 Study Area Overview 4 1.2 Climate Risk and Resiliency Planning 26 1.3 Future Flooding and Storm Surge Conditions 26 1.4 Shoreline Stabilization 32 2.0 PLANNING GOAL 33 3.0 PLANNING CONSIDERATIONS 35 4.0 ENVIRONMENTAL PERMITS AND APPROVALS 37 4.1 State/Local Environmental Permits 37 4.2 Federal Environmental Permits 37 5.0 CONCEPTUAL COST ESTIMATES 39 6.0 RECOMMENDATIONS AND PHASING 41 6.1 Phase 6.2 Phase 6.3 Phase 6.4 Phase 6.5 Phase

1 43 2 45 3 47 4 49 5 51

7.0 RECOMMENDED NEXT STEPS 53 8.0 CONCLUSION 59

APPENDIX Appendix Appendix Appendix Appendix

A: Report Figures 63 B: Conceptual Cost Estimates 101 C: Acushnet River Upland Riparian Restoration Project 145 D: Upper Harbor Remediation Status (2019) 163

FIGURES Figure 1: Overall Concept Plan - River Walk Alignment and Potential Public Amenities 2 Figure 2: Regional Context and Study Aera 4 Figure 3: River Walk Parcels and Year Built 8 Figure 4: Existing Environmental Resources 12 Figure 5: FEMA Floodplain 14 Figure 6: Historic Resources 16 Figure 7: EPA Remediation Zones, Schedules, and Proposed Phasing 18 Figure 8: Hazardous Material Sites - MassDEP Release Tracking Numbers 24 Figure 9: MA-FRM Probability of Inundation (2030, 2050, 2070) 28 Figure 10: MA-FRM Flood Depths for 1% Annual Flood (100-Year Flood Event) (2030, 2050, 2070) 30 Figure 11: Phase 1 Detail Plan 42 Figure 12: Phase 2 Detail Plan 44 Figure 13: Phase 3 Detail Plan 46 Figure 14: Phase 4 Detail Plan 48 Figure 15: Phase 5 Detail Plan 50

TABLES Table 1: River Walk Parcels Ownership 6 Table 2: Hazardous Materials Sites and Release Tracking Numbers 22 Table 3: Tidal Benchmarks for Present Day, 2030, 2050, and 2070 Sea Level Rise Coastal Storms 27 Table 4: Summary of Trail Segments - Opportunities and Challenges - Presented in Sequential Order by Phase 54

1.0 INTRODUCTION AND VISION The City of New Bedford is developing planning and design recommendations for the New Bedford River Walk, a multiuse path adjacent to the west bank of the upper Acushnet River (Figure 1: Overall Concept Plan). This report serves as an update to the 2015 New Bedford Riverwalk Planning and Design feasibility study prepared for the City of New Bedford, Massachusetts Environmental Stewardship, by BSC Group and Shadley Associates. This Feasibility Study Update was also informed by the Acushnet River Upland Riparian Restoration Project (Appendix C).

construction sequence may change in the future. Conceptual cost estimates of each trail segment, and permitting requirements are also provided.

River Walk Development Proponents The New Bedford River Walk is being advanced through the efforts of the City of New Bedford, the Executive Office of Energy and Environmental Affairs and several state agencies. Federal agencies are involved in the remediation of the Superfund site.

Anticipated future completion of the remediation of the Acushnet River and the adjacent intertidal area has led the City of New Bedford to plan for public enhancements to the shoreline area of the upper Acushnet, including the River Walk. The River Walk will serve as the culmination of the Cityâ&#x20AC;&#x2122;s efforts to restore the Acushnet River and its adjacent shoreline into a safe and positive community amenity, encouraging passive recreational opportunities along the banks of the Acushnet River for city residents and visitors. The River Walk project is an opportunity to construct a linear park that will offer more access to the Cityâ&#x20AC;&#x2122;s waterfront and may offer a short-term benefit in the form of a modest buffer to rising sea levels.

City of New Bedford: Leading the overall River Walk coordination efforts, public engagement, and the acquisition of needed property easements. New Bedford Harbor Trustees Council (NBHTC): Agreed to provide up to $2.9 million of New Bedford Harbor Natural Resource Damage funds, subject to certain conditions being met. The NRD funds must be used for ecological restoration. Resource Damage (NRD) monies designated for the Acushnet River Upland Riparian Restoration Project. The U.S. Department of Commerce (DOC), acting through the National Oceanic and Atmospheric Administration (NOAA), U.S. Department of the Interior (DOI), acting through the U.S. Fish and Wildlife Service (USFWS), and the Commonwealth of Massachusetts, acting through the EOEEA and represented by MassDEP, collectively serve as the NBHTC, and are responsible for addressing the natural resource injuries that resulted from the contamination of the sediments, water column and biota in the New Bedford Harbor from PCBs as a result of industrial discharges to the Harbor.

The intent of this report is to assist the City of New Bedford by providing a more focused River Walk development plan. Included is an updated trail alignment based on observations of existing topographic and structural site constraints and known hazardous materials sites. The proposed trail alignment is also informed by future flooding conditions and coastal storm risk level data gathered for this study. The trail alignment also takes advantage of opportunities to incorporate intertidal and upland restoration areas and passive recreation areas.

U.S Environmental Protection Agency (EPA): Managing the remediation of the New Bedford Harbor Superfund site, responsible for remediation of New Bedford Harbor and the Acushnet River and intertidal area.

As displayed on Figure 1, the River Walk has been previously divided into 12 segments. To maintain continuity with previous studies, this report continues to evaluate the River Walk according to these segments. This report also recommends River Walk phases, i.e., adjacent segments built concurrently, and phased construction sequencing. Based on evolving conditions, the make-up of the River Walk phases and the

Massachusetts Executive Office of Energy and Environmental Affairs (EEA): Funding and participating in the review of this study and, as funds are available, may contribute some funding to the design and construction of the River Walk and associated features.

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OVERALL CONCEPT PLAN - RIVER WALK ALIGNMENT AND PO et ro n t S tr e lle Avenue Bellevi

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LEGEND LEGEND

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SAWYER STREET FACILITY SAWYER OWNED BY CITY OFSTREET NEW BEDFORD Leased to FACILITY EPA until May 2026 OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

SEGMENT SEGMENT 4 4

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SEGMENT 12 12 SEGMENT

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RiverRiver RoadRoad

WEST ZONE 2 Anticipated Completion 2023 WEST ZONE 2 Subject to EPA Funding Anticipated Completion 2023 Subject to EPA Funding

SEGMENT 11 11 SEGMENT

SEGMENT 10 10 SEGMENT

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SEGMENT SEGMENT 11 11

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Existing Shoreline

SEGMENT SEGMENT 11 11

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SEGMENT 9 SEGMENT 9

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WEST ZONE 3 Anticipated Completion 2023 WEST ZONE 3 Subject to EPA Funding Anticipated Completion 2023 Subject to EPA Funding

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PHASE 3 PHASE 3

SEGMENT SEGMENT 10 10

SEGMENT SEGMENT 9 9

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PHASE 1 PHASE 1

SEGMENT 8 SEGMENT 8

SEGMENT 7 SEGMENT 7

SEGMENT 6 SEGMENT 6

SEGMENT 7 SEGMENT 7

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SEGMENT SEGMENT 10 10

SEGMENT SEGMENT 9 9

SEGMENT SEGMENT 8 8

SEGMENT SEGMENT 7 7

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FIGURE 2

Massachusetts Department of Environmental Protection (MassDEP): Providing technical assistance and regulatory compliance approvals (MA Wetlands Protection Act and Chapter 91). MassDEP also serves as a liaison with NBHTC.

REGIONAL CONTEXT AND Figure 2: Regional Context and Study Area

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Study Area Overview

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The proposed River Walk study area includes approximately two miles along the west bank of the upper Acushnet River in New Bedford, between Coggeshall Street and Wood Street. The Acushnet River forms the eastern municipal boundary of New Bedford and the River Walk study area. To the west, the study area is bounded by (south to north) Sawyer Avenue, Belleville Avenue, Coffin Street, Riverside Avenue, and Belleville Avenue to Wood Street (Figure 2: Regional Context and Study Area). The existing land uses and environmental resources are described below.

CITY OF NEW BEDFORD MAP INSET

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TABLE 1

RIVER WALK PARCELS OWNERSHIP MAP KEY

PARCEL ID

YEAR BUILT

ADDRESS

OWNER

93-265

n/a

SS Sawyer Street

USACE

93-263

n/a

SS Sawyer Street

The Pierpont Group II LLC

93-120

n/a

NS Sawyer Street

City of New Bedford Park Department

93-220

n/a

ES Bellville Street

City of New Bedford

99-81

n/a

ES Bellville Street

City of New Bedford

100-83

n/a

SS Coffin Avenue

City of New Bedford Riverside Playground

100-84

n/a

SS Coffin Avenue

City of New Bedford Sewer Department

100-140

1896

50, 52 Coffin Avenue

Beira Properties LLC

100-85

1896

12 Coffin Avenue

K Seven Realty Trust

100-120

1910

1 Coffin Avenue

K Seven Realty Trust

100-122

1910

19 Coffin Avenue

K Seven Realty Trust

100-117

1904

1 R Coffin Avenue

Beit Medrash of Great Neck Inc DBA Teen Counseling Foundation

100-138

1910

90 Riverside Avenue

Riverside Avenue Limited Partnership C/o Marina Kushilovskaya

100-82

n/a

ES Riverside Avenue

City of New Bedford

100-123

1910

114 Riverside Avenue

Whalers cove Limited Partnership

100-118

1919

10 Manomet Street

Victoria Riverside LLC C/o Acorn Inc

105-207

n/a

NS Manomet Street

Mackay Realty LLC

105-208

n/a

NS R Manomet Street

City of New Bedford

105-135

1903

170 Riverside Avenue

Cliftex Lofts LLC c/o Winn Company

105-209

n/a

ES Riverside Avenue

City of New Bedford

105-206

1903

ES Riverside Avenue

Riverside Lofts Limited Partnership C/O Winn Company

105-183

1925

194 R Riverside Avenue

Salgadoâ&#x20AC;&#x2122;s Riverside LLC

105-181

n/a

ES Riverside Avenue

Riverside Lofts Limited Partnership C/O Winn Company

105-170

1903

200 Riverside Avenue

Riverbank Lofts LLC C/O Acorn Inc

111-155

n/a

ES Belleville Avenue

Riverbank Lofts LLC C/O Acorn Inc

111-99

1984

618 Belleville Avenue

City of New Bedford Intercepting Sewer

111-160

n/a

ES R Belleville Avenue

City of New Bedford

111-98

1909

620 Belleville Avenue

Nashawena Mills Corp

111-152

n/a

616 Belleville Road

Commonwealth Electric Co C/O Property Tax Department

111-146

1903

630, 686 Belleville Avenue

Darn It Realty LLC

112-133

1903

700 Belleville Avenue

Acushnet Company Co/o Sue Brenner

112-88

n/a

740 Belleville Avenue

740 Belleville Avenue LLC C/o City of New Bedford

112-252

n/a

ES Belleville Avenue

City of New Bedford

116-67

1914

74 Howard Avenue

Acushnet Rubber Company LLC

* Construction access and conservation easements may also be necessary for City Owned Parcels 6

EASEMENT NEEDED*

Land Uses

85-acre city-owned Brooklawn Park features playing fields, walking trails, grassed and wooded lawn areas. Riverside Park, at the southern end of the River Walk corridor, is an approximately 20 acre city-owned park featuring playing fields, walking trails, raised gardens, childrenâ&#x20AC;&#x2122;s play area, and grassed areas. Immediately south of Riverside Park is EPAâ&#x20AC;&#x2122;s fenced Sawyer Street facility which serves as a staging area for the New Bedford Harbor Superfund Site remediation program (See Figure 2: Regional Context and Study Area and Figure 4: Existing Environmental Resources). The Sawyer Street Facility is owned by the City and leased to EPA.

The study area is adjacent to numerous historic mill buildings, with some recently converted to residential apartments and others remaining in industrial or commercial uses or awaiting redevelopment. Existing buildings may be removed in the future. Figure 3: River Walk Parcels and Year Built presents parcel boundaries and year built for selected properties in the study area. Property ownership for these parcels can be found in Table 1. The Table also indicates those properties upon which an easement will be needed for River Walk construction. At the edge of New Bedfordâ&#x20AC;&#x2122;s urban North End sits The Acushnet Sawmill, a 19-acre former industrial lumber yard on the Acushnet River. The Sawmill is part of the growing Acushnet River Reserve, which also includes LaPalme Farm, Hamlin Crossing, and P.J. Keating Woods. Moving southerly from this northern mouth of the river is Rivers End Park, the northern terminus proposed for River Walk. West of the River Walk corridor are large areas of densely developed residential neighborhoods, consisting predominantly of multifamily homes. Approximately 1/3-mile west of the River Walk, the

The study area is rich in Historic Resources and is the home of numerous large textile mills and associated structures constructed in the late 19th and early 20th century. Many of these structures have been individually listed in the National Register of Historic Places and are included in National Register-listed Historic Districts. Further, within the study area, the Manomet Mills and Whitman Mills complexes are designated as National Register-listed Historic Districts (See Figure 6: Historic Resources).

Commercial, industrial, and residential buildings along the River Walk. Bottom Left, Riverside Park 7

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LEGEND LEGEND

Proposed River Walk Path

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PHASE 5

Parcel Boundary Parcel Boundary City-Owned Parcel Parcel Boundary City-Owned Parcel Parcels Requiring An Easement City-Owned Parcel Parcels Requiring An Easement Parcel Boundary Parcels Requiring An Easement Parcel Boundary City-Owned Parcel Parcel Boundary 9 City-Owned Parcel

Source: City of New Bedford Assessors Database Source: City of New Bedford Assessors Database Source: City of New Bedford Assessors Database

After project boundaries have been negotiated and construction plans are underway, the City of New Bedford will be responsible for obtaining landholder agreements for construction access and permanent easements as necessary to implement the River Walk. The Right-of-Way for the River Walk will vary in width as the path meanders along the shoreline. Some of the required easements will probably end up being wider than the 25-foot wide easement described in the prior Feasibility Study.

Protection Act (310 CMR 10.00), the New Bedford Wetlands Protection Ordinance, and the federal Clean Water Act. The Acushnet River is tidally influenced and relatively saline despite freshwater inputs from upstream and the tidal restriction at the mouth of New Bedford Harbor (Hurricane Barrier). In the River Walk study area, the River is often bordered by narrow bands (25- to 75-feet wide) of vegetated wetlands including salt marsh and Bordering Vegetated Wetlands (BVW) (Figure 4: Existing Environmental Resources). The River Walk study area is also within the FEMA 100-year floodplain of the Acushnet River (Figure 5: FEMA Floodplain), known as Land Subject to Coastal Storm Flowage under the Massachusetts Wetlands Protection Act. Additional Coastal Wetland Resource Areas are located along and beneath the river including Coastal Bank, Land Under the Ocean, and Land Containing Shellfish. The river provides habitat for anadromous fish including river herring. There are no eelgrass beds mapped in the vicinity of the project.

Further development and discussion of construction access easements and conservation easement restriction agreements between the City of New Bedford, the Trustees, and private landholders will be required during the design process for the River Walk. Access, inspection and enforcement rights will be described in these documents and will be reviewed by all parties participating in the project. In order to reach agreement with the landowners, they should be fully informed about the impact to their property as well as their rights of use while the construction project is underway and after the land is encumbered by a conservation easement. The acquisition of conservation restrictions will be beneficial for the long-term protection of the ecological restoration areas.

The segment Acushnet River (MA95-33) adjacent to the River Walk has been designated in the Massachusetts 2016 Integrated List of Waters report as a Category 5 Impaired Waterway. Category 5 designation identifies waters requiring the preparation of a TMDL study. This designation has been assigned due to the presence in the river of various pollutants, including debris, trash, color, dissolved oxygen, enterococcus, fecal coliform, metals total oxygen, nutrients, odor, oil and gasses, and polychlorinated biphenyls (PCBs) .

At this time, the precise number and extent of the ROW easements that will be required for construction of the River Walk segments are not known. New topographical mapping and final design will be needed in order to advance the plans that must accompany these documents.

It is worth noting that the extent of flooding during a 1% storm event (100-year storm), forecast by FEMA as depicted on Figure 5: FEMA Floodplain, differs from the extent of flooding based on analysis using the Massachusetts Coast Flood Risk Model (MC-FRM) for the upper Acushnet River as depicted on Figure 9: MA-FRM Probability of Inundation (2030,2050,2070) because of the different methods used to develop this data.

Environmental Resources The following sections describe the existing natural and social environmental resources in the study area. Environmental Resources in the study area include the Acushnet River and associated Wetland Resource Areas subject to protection under the Massachusetts Wetlands

View of the Acushnet River from the proposed River Walk.

The EPA is managing remediation efforts in the area.

Open Space parcels in the study area include Riverside Park. At the southern end of the River Walk corridor, Riverside Park is an approximately 20-acre city owned park featuring playing fields, walking trails, raised gardens, children’s play area, and lawns.

•

The following environmental resource designations are not present in the study area:

•

• Areas of Critical Environmental Concern (ACEC), • Outstanding Resource Waters, and • Priority / Estimated Habitats of Rare Species.

• •

New Bedford Harbor Superfund Site The upper Acushnet River is within the New Bedford Harbor Superfund site, which was historically contaminated with polychlorinated biphenyls (PCBs) and heavy metals. New Bedford Harbor, extending to the Upper Acushnet River, has been the subject of an ongoing remediation effort led by the U.S. Environmental Protection Agency (EPA). Construction of the River Walk cannot proceed until remediation of the Acushnet River and adjacent intertidal areas are complete.

funding. It could be completed in 2023. Segment 10 of the River Walk is in West Zone 2 and passes the Titleist building. The northern part of Segment 9 is also in West Zone 2. West Zone 3 remediation is subject to the availability of EPA funding. It could be completed in 2023. The southern part of Segment 9 and all of Segment 8 are in West Zone 3. West Zone 4 remediation is subject to the availability of EPA funding. It could be completed in 2024. Segment 6 and Segment 7 are in West Zone 4. West Zone 5 remediation is subject to the availability of EPA funding. It could be completed in 2024. Segment 4 and Segment 5 are in West Zone 4. The Sawyer Street Facility is leased to the EPA by the City of New Bedford until 2026. Segment 2 is within the limits of the Sawyer Street Facility property limits.

Hazardous Materials Sites Contaminant Approach Currently the shoreline is undergoing active cleanup in New Bedford’s Upper Harbor. Once the EPA finishes their cleanup efforts, the exposed soil along the shoreline in the footprint of the clean-up effort will be verified to be safe. This approach does not, however, address the possibility of contamination upland of the clean-up effort. Industrial waterfronts commonly present a challenge when being converted to public use. Many of the upland areas on either side of the trail that may not have been remediated and that are intended to be open to public access may need to be capped or remediated.

Remediation of the upper Acushnet River has been on-going for several years and significant progress has been made. Most of the river channel remediation is complete within the study area from the Wood Street Bridge south to Coggeshall Street. However, remediation of much of the intertidal area within the River Walk study area has not yet been completed. Remediation of the intertidal area is scheduled to be completed by 2026. However, that schedule is contingent upon the availability of funding.

In this section of the report, Stantec’s LSP suggests that areas outside of the footprint of the EPA cleanup zone will need to undergo rigorous examination. The typical approach to capping contaminants on industrial sites is outlined below, and in some places may require 2- 3-feet of fill with geotextile fabric and a barrier marker before public use is advisable.

The 12 Riverfront Segments and the five EPA remediation zones (West Zones) are delineated on the Figure 7: EPA Remediation Zones, Schedule and Proposed Phasing. The conceptual schedule for the completion of river and intertidal area remediation is based on the currently proposed potential schedule.

Furthermore, the approach to shoreline stabilization, as will be discussed in Section 1.3, will need to be incorporated into the site-by-site plan for addressing contaminants on site, as the newly capped, clean shoreline is currently at risk of eroding in this dynamic coastal environment.

• West Zone 1 remediation is scheduled for completion in

2020. Segment 12 of the River Walk is in EPA West Zone 1.

• West Zone 2 remediation is subject to the availability of EPA 11

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v e n u ev e n u e C o ff in vCeAon ffu ein A C o ff in A tr e e t tr e e t D e a ntreDeSeatn e S De an e S

RIVERSIDE PARK

S tr e eSt tr e e t B u ll aSrd Btruelleat rd B u ll a rd

eet eet N y e eSeNtrty e S tr N y e S tr

SetrtaeneSt tr e e t T a ll mSTaatrnllem T a ll m a n

treet treet SawytreSer aeSwt yer S Sawyer S

tr e e t tr e e t B e e tltreBeSe ttl e S B e e tl e S

Ho S tr e e t M it c h e ll Th Rope e S tr e e t wTorks t M it c h e ll e k s h Rope e et tba k r a e w t e tr M orks e S k ll s M it c h e etba Th Mark Rope e works sket etba k r a M

tr e e t tr e e t H o lltry eHSeotll y S H o ll y S

Figure Environmental Resources e t Existingle Ave S tr e4: nue Bellevil FIGURE 4 H o w a rd Figure 4: Existing Environmental Resources t e S tr e Belleville Avenue H o w a rd EXISTING ENVIRONMENTAL RESOURCES RIVERSIDE PARK Figure Environmental Resources e t Existingle Ave e4: nue Bellevil w a rd S tr

M a d e ir a

tr e e t tr e e t D a vis trDeSae tvis S D a vis S

n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro

Ave n u e M a d e ir a Ave n u e M a d e ir a

eet eet eSeatrtrl e S tr EeaSrltre E

tr e e t tr e e t o ll e tt eo ellSe ttt e S tr e e t tr e eCt o llCe tt e SCtr DsaSvis trDeSae tvis S

ue ue ipPvsheilAnliuvpeesn A v e n A

nu e nu e il li p s ilAliuvpees A v e S tr e eSt tr e e t P h ilPli hp s APvhe n eStt Ctreo ell e ttt e

hnet Acus ue Aven hnet Acus

et et aSntreDeSeatrtnee S tr e

e eSt tr e e t rd S trrd dll aSBtruelleat

eet eet NSytre eSeNtrty e S tr

eet eet etrta n S tr ll m a nllSm maa n ST atr e

et et ll y Setrtlley S tr e llHy oS tr eH o

r Streert Street trttlSyeeeaerwStSytrtreSeaewtt ye SeSaew

entley StreetStreet e e t e e t eetB e e tltreBeSetrttl e S tr B e e tl e S

N N N

Brooklawn oklawn StreetStreet wn Street

WoodWood StreetStreet Wood Street

Sylv iaSylv iaetStre et Sylv ia StreStre et

CTS CTS

PHASE 5 PHASE 5

WoodWood StreetStreet Wood Street

PHASE 3

CTS

Pico Stone John’s Auto / Imports and SK Machine Pico Stone John’s Auto / Supply Co. Imports and SK Machine Supply Co. John’s Auto / Pico Stone Imports and SK Machine Supply Co. SEGMENT 12 SEGMENT 12 SEGMENT 12

PHASE 3 PHASE 3

CTS

Brooklawn Brooklawn CourtCourt Brooklawn Court Sylv iaSylv iaetStre et Sylv ia StreStre et HowaHowa rd Avenu rd Avenu e e Howa rd Avenu e

PHASE 5

CTS

PHASE 5 PHASE 5

CTS

SEGMENT 12 SEGMENT 12 SEGMENT 12 SEGMENT 11 SEGMENT 11 SEGMENT 11

PHASE 3

Site Former Aerovox Site

SEGMENT SEGMENT 12 12 SEGMENT 12 SEGMENT SEGMENT 11 11 SEGMENT 11

Building Existing to be Removed Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

PHASE 3 PHASE 3

Former Aerovox Former Site Aerovox

SEGMENT 11 SEGMENT 11 SEGMENT 11 SEGMENT 10 SEGMENT 10 SEGMENT 10

Building to be Removed Municipal Park Building to be Removed

Belleville Avenue

SEGMENT SEGMENT 11 11 SEGMENT 11 SEGMENT SEGMENT 10 10 SEGMENT 10

Existing Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

Field ing Stree t

Former Kearsarge Street Aerovox Former Site Kearsarge Street Aerovox Site Former Belleville AvenueAerovox Kearsarge Street Site Belleville Avenue

Darn It! Inc.

SEGMENT 10 SEGMENT 10 SEGMENT 10 SEGMENT 9 SEGMENT 9 SEGMENT 9

PHASE 1

Darn It! Inc.

SEGMENT SEGMENT 10 10 SEGMENT 10 SEGMENT SEGMENT 9 9 SEGMENT 9

PHASE 1 PHASE 1

SEGMENT 9 SEGMENT 9 SEGMENT 9 SEGMENT 8 SEGMENT 8 SEGMENT 8

SEGMENT 8 SEGMENT 8 SEGMENT 8 SEGMENT 7 SEGMENT 7 SEGMENT 7

SEGMENT 7 SEGMENT 7 SEGMENT 7 SEGMENT 6 SEGMENT 6 SEGMENT 6

PHASE 1

SEGMENT SEGMENT 9 9 SEGMENT 9 SEGMENT SEGMENT 8 8 SEGMENT 8

SEGMENT SEGMENT 8 8 SEGMENT 8 SEGMENT SEGMENT 7 7 SEGMENT 7

PHASE 1 PHASE 1

Darn It! Inc.

BROOKLAWN PARK

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix / Acushnet Rubber River River Road Road River Road

Powder Pro

US Party Nashawena Company East US Party Mills Nashawena Company East Mills US Party Nashawena Company East Mills

Brooklawn Brooklawn CourtCourt Brooklawn Court

Darn It! Inc.

PerryPerry StreetStreet HowaHowa rd Avenu rd Avenu e e Perry Street Howa rd Avenu e

Belleville Avenue

PerryPerry StreetStreet Perry Street

Darn It! Inc.

re et nd ui t St CoSowle Stree t Co nd ui t St re et

Field ing Stree t Co nd ui t St re et Field ing Stree t

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix / Acushnet Rubber t ree t ree Sttan St Du nc an Du nc Du nc an St ree River River Road Road River Road

Belleville Avenue

Darn It! Inc.

Stree t t Field ing Stree Edna Sowle t Stree Sowle Stree t

BROOKLAWN PARK BROOKLAWN PARK

Kearsarge Street

ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

Powder Pro River Bank Lofts

Kearsarge Street Kearsarge Street t ree t y St y St dleree Ha dleHa Ha dle y St ree t

Powder Pro

River Bank Lofts

Irvi ngt on Co urt

Belleville Avenue

Desautels Street River Bank Lofts

t ree t reeSt Stan Du nc an Du nc Du nc an St ree t

Irvi ngt on Co urt Irvi ngt on Co urt

t ree t StverelletSt re et ve llCo St y St y Co dleree Ha dleHa et re St t ll ve Ha dle y St reeCo ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

t tr eree et ly Party St aUS ril lS HMeer Stree ever Bankt Lofts Nashawena Company East e tr e t ly S Party H e aUS Mills River Bank Lofts Nashawena Company East e Stree t tr e e t Mills ly S Party e aUS H River BankDesautels Lofts Nashawena Company East Street Mills Desautels Street

BROOKLAWN PARK BROOKLAWN PARK BROOKLAWN PARK

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

esautels Street Stree t

re et re et Cl iff orCld iffSt etor d St Cl iff or d St reCo ve llCoStverelletSt re et Co ve ll St re et

M er ril l St re et M er ril l St re et

o e ltrn FVe re et nd ui t St CoSowle Stree t t lt o n S tr e e e F et re Co nd ui t St n S trte e t Field ing Stree Edna t F e lt oStree Co nd ui t St re et Stree t Field ing StreeEdna t

ee t

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

Av en Av en ue al ntr al ue Ce ntrCe Ce ntr al Av en ue

esautels Street

et et te t es S tr e B a te sBSaetr B a te s S tr e

sautels Street

t tr eree et a ly ril lSSt HMeer e tr e t H e a ly S tr e e t H e a ly S

e eSt tr e e t trt ry QryueSry QeSue eue ueen uetren Av alQ ntr ntr Ce ueal Av en l Av

tr e e t et et te t es S tr e B a te sBSaetr oad oad B a te s S tr e oll eaRvdil le R B e ll e vBilRele B e ll e v il le

e eSt tr e e t nt ia g e n iagSeetr o a d o a d E u gEeun ia ESutr e oll eaRvdil le R Rle

eet eet mSahtrniteSm etrta n S tr tr e e t tr e e t W h itWmhaitn W utrgeSeent ia S Sia

M er ril l St re et M er ril l St re et

Irvi ngt on Coeturt Co nc or d St re Irvi ngt on Co urt et Co nc or d St re Irvi ngt on Co urt

PHASE 5

Wetlands Wetlands Beach / Dune Wetlands Beach / Dune Chapter Jurisdiction Beach /91 Dune Chapter 91 Jurisdiction Chapter Wetlands 91 Jurisdiction Source: MassDEP Wetlands GIS Dataset and Tidelands Jurisdiction Datalayer Wetlands Source: MassDEP Wetlands GIS Dataset and Tidelands Jurisdiction Datalayer Beach / Dune 13 Wetlands BeachMassDEP / Dune Wetlands GIS Dataset and Tidelands Jurisdiction Datalayer Source:

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

PHASE 2

Proposed River Walk Path

River Walk Follows Existing Proposed River Walk Path Path Driveway River+ Walk Follows Existing Path + Driveway Proposed Onroad River Walk Follows Existing River Extension Proposed Onroad PathWalk + Driveway River Walk Extension ProposedProposed Onroad River Walk Path River WalkProposed ExtensionRiver Walk Path River Walk Follows Existing Proposed River Walk Path Path Driveway River+ Walk Follows Existing Path + Driveway

LEGEND Proposed River Walk Path

250

500 Feet 500

750 750

1,000 1,000

500

750

1,000

Feet Feet

¸¸¸ ¸¸

250 250

Des De

SEGMENT SEGMENT 7 7 SEGMENT 7 SEGMENT SEGMENT 6 6 SEGMENT 6

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

e et e et mSaetrnt oeSm etrte t S tr M a n otM Man o me

PHASE 2 PHASE 2

LEGEND LEGEND

oad oad N a sh N aRda sh R N a sh R o

e eSt tr e e t mtrkeShetr at m T in k hTaSin T in k h a m

Ave n u e M a d e ir a Hope Stree t Ave n u e M a d e ir a Hope Stree t Ave n u e M a d e ir a Hope Stree t

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

PHASE 2

PHASE 4

Feet Feet

et et mWSahntriteSmetrat en S tr e

oad oad aRsho N aRda sh R

t t a y SetrtaeyeS tr e e H a th aH e eSt tr e e t a th ywaSthtraew mtrkeShetr at m H a wa T in k hTaSin T in k h a m

tr e e t tr e e t D a vistrDeSaevt is S D a vis S

t t e eeSaeetrrlt eeeS tr e e tr e aeSrlt tr a y aeSw ae rltaEey S trE H a th aH ywaSthtrE H a th a w a

S tr e eSt tr e e t Eea rl S etrEeaerlt e

PHASE 4 PHASE 4

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

PHASE 2 PHASE 2 SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

PHASE 4

Bell evil Bell le Aven evill e Av ue enu e Bell evill e Av enu e

Bell evil De A Hope S Bell leAvenue Riverside evill venue eAvenue Ave CLIFTEX Corp. Hope Whaler’sRiverside Care Riv nue Whaler’s Place Bell Assisted Living evill Whaler’s Care CLIFTEX Corp. e Whaler’s Place Ave HopeR Avenue AssistedRiverside Living nue Powder Pro Whaler’s Care CLIFTEX Corp. Powder Pro R ide Whaler’s Place American Assisted Living ria Rivers to ic V Engineered e id American ivers Fabrics Victoria R Powder Pro Engineered Fabrics e id American rs e iv Victoria R Engineered Riverside Avenue Fabrics Whaler’sRiverside Care Avenue CLIFTEX Corp. Whaler’s Place Assisted Living Whaler’s Care CLIFTEX Corp. Whaler’s Place Avenue AssistedRiverside Living P Whaler’s Care CLIFTEX Corp. e id Whaler’s Place American Assisted Living ria Rivers Victo Engineered American erside iv R a ri Fabrics Victo Engineered Fabrics American iverside Victoria R Engineered Fabrics ood / ood / LustianLoouostdFia/ ngo F g tinr Platin LustianSotaFr PS la gta Star Platin

SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 1 1 SEGMENT 1

PHASE 4 PHASE 4

tr e e t tr e e t o ll e tt o lleSe ttt e S S etr tr e e t tr e e tC o llCe tt e C Disa vSistrDeSaevt is S

ood / ood / LustianLoouostdFia/ ngo F g tinr Platin LustianSotaFr PS la gta Star Platin

StreetStreet shall shall CoggeCogge Cogge shall Street

StreetStreet shall shall CoggeCogge

7-Eleven 7-Eleven

ue ue li p s Alivpeesn A v e n tr e e t tr e e t P h ilPlihpils APvheiln u e tt o lleSe ttt e S C S etr

RIVERSIDE PARK

Belleville Avenue Sawyer Street RIVERSIDE PARK t e e tr S Facility / Jacobs SawyerT Street M it c h e ll h t e Zone Facility / Jacobs RopWork RIVERSIDE PARK Taco BellM it c h e ll S tr e e Engineering Tohreks Zone ket SawyerewWork sEngineering a Street b t R Taco Bell e o k p r t e e works trae SM sketFacility / Jacobs M it c h e ll etba The Zone Mark Engineering RopeWork Taco Bell works sket 7-Eleven etba k r a M 7-Eleven Sawyer Street 7-Eleven Facility / Jacobs Sawyer Street Engineering Work Zone Facility / Jacobs Taco Bell Engineering Work Zone Sawyer Street Taco Bell Facility / Jacobs Engineering Work Zone Taco Bell

7-Eleven

n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro

Ave n u e M a d e ir a Ave n u e M a d e ir a Ave n u e M a d e ir a

v een uAev e n u e C o ff invCeAonffuin C o ff in A

Belleville Avenue Belleville Avenue

A v e n uAev e n u e ip APvsheilnliupes

RIVERSIDE PARK

v een uAev e n u e C o ff invCeAonffuin C o ff in A tr e e t tr e e t D e a n eD tr eSae nt e S De an e S

RIVERSIDE PARK

S tr e eSt tr e e t B u ll aSrd Btruelleatrd B u ll a rd

et et etrtyee S tr e N y e eSN N y e S tr

S tr e eSt tr e e t T a ll mTSaantrlleme at n T a ll m a n

treet treet SawyetrSreaSewt yer S Sawyer S

S tr e eSt tr e e t B e e tl eB tre e tlt e B e e tl e S

Ho S tr e e t ll e h c it M Th S tr e e t Rope e M it c h e ll wTohrks t e k e as reket tb ket Ropewor a e tr S M ll ks s a b M it c h e t e Th Mark Rope e works sket etba k r a M

eet eet yH eSeotrtll y S tr H o ll tr H o ll y S

Figure e t FEMA Floodplain S tr e5: Belleville Avenue FIGURE 5 H o w a rd Figure 5: e t FEMA Floodplain e tr S rd Belleville Avenue Ho wa FEMA FLOODPLAIN RIVERSIDE PARK Figure e t FEMA Floodplain e5: Belleville Avenue w a rd S tr

hnet Acus ue Aven hnet Acus

tr e e t tr e e t aSn eD tr eSae nt e S

e eSt tr e e t rd S trrd dll aSBtruelleat

et et etrtyee S tr e NSy etr eSN

eet eet ll m a nllSmetrat n S tr maa n TSatr e

et et ll y eSeotrtlley S tr e llHyoS tr H

eet eet awt yer aSwttryer Str wtltSeyeeerSStrtrSeee SeSaetr

entley StreetStreet S tr e eSt tr e e t reetB e e tl eB tre e tlt e B e e tl e S

N N N

Brooklawn oklawn StreetStreet wn Street

WoodWood StreetStreet Wood Street

Sylv iaSylv iaetStre et Sylv ia StreStre et

CTS CTS CTS

Pico Stone John’s Auto / Imports and SK Machine Pico Stone John’s Auto / Supply ImportsCo. and SK Machine Supply Co. John’s Auto / Pico Stone Imports and SK Machine Supply Co. SEGMENT 12 SEGMENT 12 SEGMENT 12

PHASE 5 PHASE 5

WoodWood StreetStreet Wood Street

Brooklawn Brooklawn CourtCourt Brooklawn Court Sylv iaSylv iaetStre et Sylv ia StreStre et HowaHowa rd Avenu rd Avenu e e Howa rd Avenu e

PHASE 3

CTS

PHASE 3 PHASE 3

CTS CTS

SEGMENT 12 SEGMENT 12 SEGMENT 12 SEGMENT 11 SEGMENT 11 SEGMENT 11

PHASE 5

Brooklawn Brooklawn CourtCourt Brooklawn Court

PHASE 5 PHASE 5

PerryPerry StreetStreet HowaHowa rd Avenu rd Avenu e e Perry Street Howa rd Avenu e

SEGMENT SEGMENT 12 12 SEGMENT 12 SEGMENT SEGMENT 11 11 SEGMENT 11

Building Existing to be Removed Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

Former Aerovox Former Site Aerovox Site Former Aerovox Site

SEGMENT 11 SEGMENT 11 SEGMENT 11 SEGMENT 10 SEGMENT 10 SEGMENT 10

Building to be Removed Municipal Park Building to be Removed

PHASE 3

SEGMENT SEGMENT 11 11 SEGMENT 11 SEGMENT SEGMENT 10 10 SEGMENT 10

Existing Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

Belleville Avenue

PHASE 3 PHASE 3 SEGMENT 10 SEGMENT 10 SEGMENT 10 SEGMENT 9 SEGMENT 9 SEGMENT 9

PHASE 1

Field ing Stree t

Former Aerovox Former Kearsarge Street Site Kearsarge Street Aerovox Site Former Kearsarge Street Belleville AvenueAerovox Site Belleville Avenue

Darn It! Inc.

SEGMENT SEGMENT 10 10 SEGMENT 10 SEGMENT SEGMENT 9 9 SEGMENT 9

PHASE 1 PHASE 1

SEGMENT 9 SEGMENT 9 SEGMENT 9 SEGMENT 8 SEGMENT 8 SEGMENT 8

SEGMENT 8 SEGMENT 8 SEGMENT 8 SEGMENT 7 SEGMENT 7 SEGMENT 7

SEGMENT 7 SEGMENT 7 SEGMENT 7 SEGMENT 6 SEGMENT 6 SEGMENT 6

PHASE 1

SEGMENT SEGMENT 9 9 SEGMENT 9 SEGMENT SEGMENT 8 8 SEGMENT 8

SEGMENT SEGMENT 8 8 SEGMENT 8 SEGMENT SEGMENT 7 7 SEGMENT 7

PHASE 1 PHASE 1

BROOKLAWN PARK

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix / Acushnet Rubber River River Road Road River Road

Powder Pro

Darn It! Inc. Darn It! Inc.

PerryPerry StreetStreet Perry Street

Darn It! Inc.

re et nd ui t St CoSowle Stree t Co nd ui t St re et

Fieldnd ing t St retet Co uiStree Field ing Stree t

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix Rubber t / Acushnet t ree Stan Du nc an Du nc t St ree Du nc an St ree River River Road Road River Road

Belleville Avenue

Stree Field ing Stree Edna t t t Stree Sowle Sowle Stree t

BROOKLAWN PARK BROOKLAWN PARK

Kearsarge Street

ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

Powder Pro Powder Pro River Bank Lofts

Kearsarge Street Kearsarge Street t ree t y St y St dleree Ha dleHa Ha dle y St ree t

Darn It! Inc. Darn It! Inc.

US Party Nashawena Company East US Party Mills Nashawena Company East Mills US Party Nashawena Company East Mills

Irvi ngt on Co urt

Belleville Avenue Belleville Avenue

Desautels Street River Bank Lofts River Bank Lofts

t ree t reeSt Stan Du nc an Du nc Du nc an St ree t

Irvi ngt on Co urt Irvi ngt on Co urt

t ree t StverelletSt re et ve llCo St y St y Co dleree Ha dleHa et re St t ll ve Ha dle y St reeCo ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

t tr eree et St ly Party ril lS aUS HMeer et Nashawena Company e trEast ly S Party H e aUS Mills River Bank Lofts Nashawena Company East e Stree t tr e e t Mills ly S Party e aUS H River Bank Lofts Nashawena Company East Desautels Street Mills Desautels Street

BROOKLAWN PARK BROOKLAWN PARK BROOKLAWN PARK

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

esautels Street Stree t Stree ever Bankt Lofts

orredetSt re et Cl iff orCld iffStet Cl iff or d St reCo ve llCoStverelletSt re et Co ve ll St re et

M er ril l St re et M er ril l St re et

on e ltrn FVe re et nd ui t St CoSowle Stree t t lt o n S tr e e e F et re Co nd ui t St n S trte e t Fieldnd ing t St reEdna F e lt oStree tet Co uiStree Stree t Field ing StreeEdna t

ee t

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

Av en Av en ue al ntr al ue Ce ntrCe Ce ntr al Av en ue

sautels Street esautels Street

tr e e t H e a ly S

tet eseSt tr e e t B a te sBSaetr B a te s S tr e

t tr eree et ril lSSt a ly HMeer e tr e t H e a ly S

eet eet QryueSrytrQeSue etrtry S tr ueen Av Av en ue alQ al ue ntr ntr Ce ue en l Av

tr e e t tet eseSt tr e e t B a te sBSaetr oad oad B a te s S tr e lloeaRvdil le R B e ll e vBileRle B e ll e v il le

e eSt tr e e t ntia g e n iagSeetr o a d o a d E u gEeun ia ESutr e lloeaRvdil le R Rle

et et m a n Smetrat en S tr e tr e e t tr e e t W h itWmhaitnWShtrite utrgeSeentia S Sia

M er ril l St re et M er ril l St re et

Irvi ngt on Coeturt Co nc or d St re Irvi ngt on Co urt et Co nc or d St re Irvi ngt on Co urt

PHASE 5

AE: 1% Annual Chance of Flooding, with BFE AE: 1% Annual Chance of Flooding, with BFE X:AE: Reduced Flood Risk due to Levee with BFE 1% Annual Chance of Flooding, X: Reduced Flood Risk due to Levee X: Reduced Flood Risk due to Levee AE: 1% Annual Chance of Flooding, with BFE Source: FEMA National Flood Hazard Layer GIS Dataset AE: 1% Annual Chance of Flooding, with BFE Source: FEMA National Flood Hazard Layer GIS Dataset X:AE: Reduced Flood Risk to Levee with BFE 15 due 1% Annual Chance of Flooding, X: Reduced Flood Risk due Levee Source: to FEMA National Flood Hazard Layer GIS Dataset

enue A v Hope Stree t

250

500

1,000 1,000

750

1,000

Feet Feet

SEGMENT SEGMENT 7 7 SEGMENT 7 SEGMENT SEGMENT 6 6 SEGMENT 6

750 750

¸¸¸ ¸¸

500 Feet 500

PHASE 2

Proposed River Walk Path

River Walk Follows Existing Proposed River Walk Path Path + Driveway River Walk Follows Existing Path + Driveway Proposed Onroad RiverWalk WalkExtension Follows Existing River Proposed Onroad Path + Driveway River Walk Extension ProposedProposed Onroad River Walk Path River WalkProposed ExtensionRiver Walk Path River Walk Follows Existing Proposed River Walk Path Path + Driveway River Walk Follows Existing Path + Driveway

LEGEND Proposed River Walk Path

250 250

Des

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

PHASE 2 PHASE 2

e et e et mSaetrnteoSemtr t e t S tr M a n ot M Man o me

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

PHASE 2 PHASE 2 PHASE 2

erside

iv Victoria R

LEGEND LEGEND

oad oad N a shaNR da sh R N a sh R o

M a d e ir a

S tr e eSt tr e e t m T in k hTSain tr ek he at m T in k h a m

Ave n u e M a d e ir a Hope Stree t Ave n u e M a d e ir a Hope Stree t

e et e et mSaetrnteoSemtr t e t S tr M a n ot M Man o me

Fabrics American Engineered Fabrics

PHASE 4

Feet Feet

t t a n S traeneS tr e e mW S trh ite emt

oad oad aRsohaNR da sh R

S tr e eSt tr e e t isD D a vtr e eatvis D a vis S

eet eet a w atryeaSewtr t a y S tr S tr e eSt tr e e t H a thHaawtha yHSa th m T in k hTSain tr ek he at m T in k h a m

eet eet e EeSeaetr trlt e S tr y S trEeyaeSrlt tr trEeaaewrlt ae S tr e H a th ayHwSaath H a th a w a

tr e e t tr e e t Ee aSrltreeESeatrl e S

PHASE 4 PHASE 4

Ave n u e

evill De e Av Hope S Riverside e Bell Avenue evill nue eAvenue Whaler’s Riverside Care AveCLIFTEX Corp. Hope Riv Whaler’s Place nue Assisted Living Bell evill Whaler’s Care eAvenue Whaler’s Place Ave CLIFTEX Corp. Powder Pro HopeR AssistedRiverside Living nue Whaler’s Care CLIFTEX Corp. Powder Pro R American Whaler’s Place ictoAssisted iverside V ria R Living Engineered e id American ivers Fabrics Victoria R Powder Pro Engineered Fabrics e id American rs e iv Victoria R Riverside Avenue Engineered Fabrics Whaler’s Riverside Care Avenue CLIFTEX Corp. Whaler’s Place Assisted Living Whaler’s Care CLIFTEX Corp. Whaler’s Place Avenue AssistedRiverside Living Po Whaler’s Care e id CLIFTEX Corp. American rs e Whaler’s Place ictoAssisted iv V ria R Living Engineered American iverside Fabrics Victoria R Engineered

SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

PHASE 4

evill e Bell Avenu e evill e Av enu e Bell evill e Av enu e

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 1 1 SEGMENT 1

PHASE 4 PHASE 4

Bell

M a d e ir a

Bell

oondo /Food / ianoudstF/ia Lust o ForLoP tinrgPlating lata LustianS ta gS Star Platin

7-Eleven

S tr e eSt tr e e t C o ll e tt Ceoelleettt e S tr e eSt tr e eCt o ll e tt e S tr isD DsaSvtr e eatvis

oondo /Food / ianoudstF/ia Lust o ForLoP tinrgPlating lata LustianS ta gS Star Platin

StreetStreet shall shall CoggeCogge Cogge shall Street

StreetStreet shall shall CoggeCogge

7-Eleven

nu e nu e il li p s ilAlivpees A v e S tr e eSt tr e e t P h il liPphs APvhe n u eStt Ctreoelleettt e

RIVERSIDE PARK

Belleville Avenue Sawyer Street RIVERSIDE PARK eet tr S Facility / Jacobs ll e h M it c Sawyer Street T h Engineering Work Zone e Rope/ Jacobs Taco Bell c h e ll S tr e e t RIVERSIDE PARK wTorks et Facility M it askEngineering he Zone b t Sawyer Street e RopeWork k Taco Bell r a t e works SMtr e sketFacility / Jacobs M it c h e ll etba The Zone Mark Engineering RopeWork Taco Bell works sket 7-Eleven etba k r a M 7-Eleven Sawyer Street Facility / Jacobs 7-Eleven Sawyer Street Engineering Work Zone Taco Bell Facility / Jacobs Engineering Sawyer Work StreetZone Taco Bell Facility / Jacobs Engineering Work Zone Taco Bell

7-Eleven

n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro n t S tr e e t N o rt h F ro

Ave n u e M a d e ir a Ave n u e M a d e ir a

A v e n uAev e n u e C o ff in e nouffein vC C o ff in A

Belleville Avenue Belleville Avenue

s A vpesn uAev e n u e AipPvhe ilnliu e

RIVERSIDE PARK

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RIVERSIDE PARK

S tr e eSt tr e e t B u ll aSrd Btruelleat rd B u ll a rd

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treet treet SawytreSer eaStwyer S Sawyer S

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tr e e t tr e e t H o lltryeHSeot ll y S H o ll y S

Figure Resources e t Historicle Ave S tr e6: nue Bellevil H o w a rd FIGURE 6 Figure 6: Historic Resources t e e tr S nue Ave rd e Bellevill Ho wa HISTORIC RESOURCES RIVERSIDE PARK Figure Resources e t Historicle Ave e6: nue Bellevil w a rd S tr

hnet Acus ue Aven hnet Acus

ee t ee t aSntreDeeSeatr tn e S tr

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eet eet t ll y S tr o ll y Sotr lyH S tr eHe

r Streert Street trSeaewt ytreSeeaetwt ye eaSeewttlyer SS

entley StreetStreet eet eet e e tl eBeeSeetr ttl e S tr eetB e e tl e S tr

N N N

Brooklawn oklawn StreetStreet wn Street

Field ing Stree t Co nd ui t St re et Field ing Stree t

SEGMENT SEGMENT 12 12 SEGMENT 12

CTS

WoodWood StreetStreet Wood Street

Pico Stone John’s Auto / Imports and SK Machine Pico Stone Supply Co. John’s Auto / Imports and SK Machine Supply Co. John’s Auto / Pico Stone Imports and SK Machine Supply Co.

CTS

Pico Stone John’s Auto / Imports and SK Machine Pico Stone Supply Co. John’s Auto / Imports and SK Machine Supply Co. John’s Auto / Pico Stone Imports and SK Machine Supply Co. SEGMENT 12 SEGMENT 12 SEGMENT 12

PHASE 5 PHASE 5

Sylv iaSylv iaetStre et Stre Sylv ia Stre et

CTS

WoodWood StreetStreet Wood Street

CTS

Field ing Stree t

Brooklawn Brooklawn CourtCourt Brooklawn Court Sylv iaSylv iaetStre et Stre Sylv ia Stre et HowaHowa rd Avenu rd Avenu e e Howa rd Avenu e

CTS

SEGMENT 12 SEGMENT 12 SEGMENT 12 SEGMENT 11 SEGMENT 11 SEGMENT 11

SEGMENT 11 SEGMENT 11 SEGMENT 11 SEGMENT 10 SEGMENT 10 SEGMENT 10

PHASE 3

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix / Acushnet Rubber River River Road Road River Road

SEGMENT SEGMENT 12 12 SEGMENT 12 SEGMENT SEGMENT 11 11 SEGMENT 11

ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

PHASE 5

PHASE 3 PHASE 3

Brooklawn Brooklawn CourtCourt Brooklawn Court

t ree t y St y St dleree Ha dleHa Ha dle y St ree t

SEGMENT SEGMENT 11 11 SEGMENT 11 SEGMENT SEGMENT 10 10 SEGMENT 10

SEGMENT 10 SEGMENT 10 SEGMENT 10 SEGMENT 9 SEGMENT 9 SEGMENT 9

PHASE 3

Former Aerovox Former Site Aerovox Site Former Aerovox Site

PHASE 5 PHASE 5

t t Stree Sowle Field ing Stree Edna t Stree Sowle Stree t re et nd ui t St CoSowle Stree t Co nd ui t St re et

BROOKLAWN PARK

PrecixPrecix / Acushnet / Acushnet RubberRubber / Acushnet t ree t Rubber reeSt StPrecix Du nc an Du nc tan Du nc an St reeRiver River Road Road River Road

Kearsarge Street

Belleville Avenue

PerryPerry StreetStreet HowaHowa rd Avenu rd Avenu e e Perry Street Howa rd Avenu e

PerryPerry StreetStreet Perry Street

t ree t StverelletSt re et ve llCo St y St y Co dleree Ha dleHa t ve ll St re et Ha dle y St reeCo ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist t ree t reeSt Sttch Ha tchHa Ha tch St ree t

Shoreline Building Existing to be Removed Existing Shoreline Municipal Park Existing Shoreline Municipal Park

t ree t reeSt Stan Du nc an Du nc Du nc an St ree t

re etSt re et Cl iff orCld iffSt etor d Cl iff or d St reCo ve llCoStverelletSt re et Co ve ll St re et

Existing Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park Building to be Removed Municipal Park Building to be Removed

Kearsarge Street

Former Aerovox Kearsarge Street Former Site Aerovox Kearsarge Street Site Former Belleville AvenueAerovox Kearsarge Street Site Belleville Avenue

PHASE 3 PHASE 3

SEGMENT 9 SEGMENT 9 SEGMENT 9 SEGMENT 8 SEGMENT 8 SEGMENT 8

SEGMENT 8 SEGMENT 8 SEGMENT 8 SEGMENT 7 SEGMENT 7 SEGMENT 7

PHASE 1

Kearsarge Street

Belleville Avenue

SEGMENT SEGMENT 10 10 SEGMENT 10 SEGMENT SEGMENT 9 9 SEGMENT 9

SEGMENT SEGMENT 9 9 SEGMENT 9 SEGMENT SEGMENT 8 8 SEGMENT 8

SEGMENT SEGMENT 8 8 SEGMENT 8 SEGMENT SEGMENT 7 7 SEGMENT 7

SEGMENT 7 SEGMENT 7 SEGMENT 7 SEGMENT 6 SEGMENT 6 SEGMENT 6

PHASE 1 PHASE 1

BROOKLAWN PARK BROOKLAWN PARK

Irvi ngt on Co urt

Belleville Avenue

US Party Darn It! Inc. Nashawena Company East US Party Mills Darn It! Inc. River Bank Lofts Nashawena Company East owder Pro Mills US Party Darn It! Inc. Nashawena Company East Powder Pro River Bank Lofts Mills Powder Pro

PHASE 1

BROOKLAWN PARK

Irvi ngt on Co urt Irvi ngt on Co urt

Desautels Street

PHASE 1 PHASE 1

BROOKLAWN PARK BROOKLAWN PARK

Belleville Avenue

River Bank Lofts

e rn FVe re et nd ui t St CoSowle Stree t et e lt o n S tr e et re Co nd ui t St F Field ing Stree Edna n S trte e t t F e lt oStree Co nd ui t St re et Stree t Field ing StreeEdna t

ee t

M er ril l St re et M er ril l St re et esautels Street Stree t e tet tr ere lyrilS Party aUS l St HMeer Darn It! Inc. everStree Bankt Lofts Nashawena CompanyS tr East ee t ly Party e aUS H Mills Darn It! Inc. Bank Nashawena Company East t Lofts Stree eRiver t e e tr Mills ly S Party H e aUS Darn It! Inc. River Bank Lofts Nashawena Street Desautels Company East Mills Desautels Street

esautels Street

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

Av en Av en ue al ntr al ue Ce ntrCe Ce ntr al Av en ue

tr e e t H e a ly S

ee t ee t te B a te sBSae tr t s S tr B a te s S tr e

sautels Street

e e t tr e e t trry Q ueSry QeSue t S eue ry ue ueen Av Avtren alQntr al ntrCe l Av en ue

tr e e t ee t ee t te B a te sBSae tr t s S tr Ro a dRo a d ilele B a te s S tr e B e ll e vBR ollaedv il le B e ll e v il le

tr e e t tr e e t u g e n ia u gSent ia S Ro a dRo a d Eu gE e n ia SEtr e le ollaedv il le

eet eet mSatrhniteSemtr ta n S tr tr e e t tr e e t W h itWmhaitn W ia u geSe nt ia S tr

M er ril l St re et M er ril l St re et e tet tr ere a lyrilSl St HMeer tr e e t H e a ly S

Irvi ngt on Coeturt Co nc or d St re Irvi ngt on Co urt et Co nc or d St re Irvi ngt on Co urt

PHASE 5

National Register of Historic Places National Register of Historic Places MHC Inventoried Property National Register of Historic Places MHC Inventoried Property National Register ofProperty Historic Places Historic District MHC Inventoried National Register of Historic Places Historic District National National RegisterRegister of Historic of Places HistoricHistoric Places District National Register of Historic Places MHC Inventoried Property National Register of 17 Historic Places MHC Inventoried Property

Source: MHC GIS Dataset Source: MHC GIS Dataset Source: MHC GIS Dataset

Ave n u e

M a d e ir a

enue A v Hope Stree t

Vic

HopeR

Powder Pro R Powder Pro

WEST ZONE 4 Anticipated Completio Subject to EPA Fun4 WEST ZONE Anticipated Completio Subject to EPA Fun

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

1,000

250

500

750

1,000

¸¸ ¸

750

N N

Feet

SEGMENT SEGMENT 6 6

PHASE 2

SEGMENT SEGMENT 5 5

SEGMENT SEGMENT 4 4

SEGMENT SEGMENT 5 5

SEGMENT SEGMENT 4 4

SEGMENT SEGMENT 3 3

SEGMENT SEGMENT 2 2

SEGMENT SEGMENT 1 1

SEGMENT SEGMENT 2 2

SEGMENT SEGMENT 1 1

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

LEGEND Proposed River Walk Path

Feet 500

SEGMENT SEGMENT 7 7

SEGMENT SEGMENT 6 6

SEGMENT SEGMENT 5 5

SEGMENT SEGMENT 4 4

et et maent oSmtreet S tr e M a n oM

erside

iv Victoria R

LEGEND

250

Hope

PHASE 2

SAWYER STREET FACILITY OWNED BY CITY OFSTREET NEW BEDFORD SAWYER Leased to FACILITY EPA until May 2026 OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

PHASE 2

PHASE 4

Feet

Riverside Avenue Whaler’s Care CLIFTEX Corp. Avenue AssistedRiverside Living Whaler’s Care CLIFTEX Corp. Assisted Living e id ivers Victoria R

SEGMENT SEGMENT 5 5

ood / ood / LustianLoustFiango F g tinr Platin lata Star PS

Whaler’s Place American Engineered Fabrics American Engineered Fabrics

et et maent oSmtreet S tr e M a n oM

evill e Av Riverside Avenue enu e Bell Whaler’s Careeville CLIFTEX Corp. A v Avenue AssistedRiverside Living enu e Whaler’s Care CLIFTEX Corp. Assisted Living iverside Victoria R rside toria Rive

ad ad N a sh NRaosh R o

enu

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e Av

PHA

M a d e ir a

y S tr eyeSt tr e e t H a th aHwaath a w a

tr e e t tr e e t D a visDSa vis S

Bell

PHASE 4

PLANNED EPA REMEDIATION SEQUENCE PLANNED EPA REMEDIATION SEQUENCE

enu

PHASE 2

PHASE 4

PLANNED EPA REMEDIATION SEQUENCE PLANNED EPA REMEDIATION SEQUENCE

evill

Whaler’s Place American Engineered Fabrics American Engineered Fabrics

SEGMENT SEGMENT 4 4

SEGMENT SEGMENT 3 3

PHASE 4

SAWYER STREET FACILITY OWNED BY CITY OFSTREET NEW BEDFORD SAWYER Leased to FACILITY EPA until May 2026 OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

e Av

Whaler’s Place

SEGMENT SEGMENT 3 3

SEGMENT SEGMENT 2 2

SEGMENT SEGMENT 1 1

SEGMENT SEGMENT 2 2

7-Eleven

evill

Bell

Whaler’s Place

7-Eleven SEGMENT SEGMENT 1 1

StreetStreet shall shall CoggeCogge

Taco Bell

S tr e eSt tr e e t C o ll e tt Ceo ll e tt e

RIVERSIDE PARK

Sawyer Street Facility / Jacobs Engineering Sawyer Work StreetZone Facility / Jacobs Engineering Work Zone

Taco Bell

v e n u ev e n u e P h il li pPsh ilAli p s A

7-Eleven

RIVERSIDE PARK

ood / ood / LustianLoustFiango F g tinr Platin lata Star PS

StreetStreet shall shall CoggeCogge

7-Eleven

Sawyer Street S tr e e t Facility / Jacobs ll e h c it M The Zone Engineering Sawyer Street RopeWork Taco Bell et works t e tr e S Facility / Jacobs k ll e s M it c h etba The Zone Mark Engineering RopeWork Taco Bell works sket etba k r a M

Bell

v e n u ev e n u e C o ff inCAo ff in A

Belleville Avenue

v e n u ev e n u e C o ff inCAo ff in A

Belleville Avenue

tr e e t tr e e t D e a n eD eSa n e S

RIVERSIDE PARK

S tr e eSt tr e e t B u ll a rd B u ll a rd

Th Rope e works Th Rope e works

eet eet N y e SNtry e S tr

S tr e e t asket etb Mark sket etba k r a M

treet treet SawyeSr aSwyer S

M it c h e ll

tr e e t tr e e t B e e tl eB eSe tl e S

S tr e e t M it c h e ll

RIVERSIDE PARK S tr e eSt tr e e t T a ll mTaanll m a n

tr e e t tr e e t H o ll y HSo ll y S

h F FIGURE 7 N o rtand Figure 7: Zones, Schedule, Proposed Phasing e t EPA Remediation e tr S nue Ave rd e Bellevill Ho wa S tr e e t t n ro F h N o rtand Proposed EPA REMEDIATION ZONES, SCHEDULES, AND PROPOSED Figure Zones, Schedule, Phasing e t EPA Remediation e7: Belleville Avenue w a rd S tr

et et mWahnitSmtraen S tr e

d d a sh NRaosah R o a

M a d e ir a

Ave n u e

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et ro n t S tr e

M a d e ir a

t t e EeSaetrrlt eeeS tr e e y S trEeyaeSrlt tr H a th aHwaath a w a

tr e e t tr e e t E a rl e ESa rl e S

tr e e t tr e e t D a visDSa vis S

ue ue ipPsh ilAlivpesn A v e n

S tr e eSt tr e e t e tt Ceo ll e tt e

hnet Acus ue Aven hnet Acus

et et a n eD eSatrnee S tr e

S tr e eSt tr e e t ll a rd B u ll a rd

eet eet N y e SNtry e S tr

tr e e t tr e e t a ll mTaanllSm a n S

tr e e t tr e e t H o ll y HSo ll y S

r Streert Street trSeaewt ytreSeaewt ye eSe tl e S

entley StreetStreet tr e e t tr e e t B e e tl eB eSe tl e S

Proposed River Walk Path River Walk Follows Existing Path + Driveway River Walk Follows Existing Proposed Onroad Path + Driveway River Walk Extension Proposed Onroad River WalkProposed ExtensionRiver Walk Path Proposed River Walk Path River Walk Follows Existing Path + Driveway

Anticip Sub Anticip Sub

Brooklawn oklawn StreetStreet

Brooklawn Brooklawn CourtCourt

HowaHowa rd Avenu rd Avenu e e

PerryPerry StreetStreet

BROOKLAWN PARK

Field ing Stree t

John’s Auto / SK Machine John’s Auto / SK Machine

Pico Stone Imports and Supply Co. Pico Stone Imports and Supply Co.

Existing Shoreline Municipal Park Municipal Park Building to be Removed Building to be Removed Existing Shoreline 19

WEST ZONE 1 Anticipated Completion 2020 WEST ZONE 1 Anticipated Completion 2020

SEGMENT 12 SEGMENT 12

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding

PHASE 5

SEGMENT 12 SEGMENT 12

PHASE 3

SEGMENT 11 SEGMENT 11

PHASE 3

SEGMENT 11 SEGMENT 11

AEROVOX SITE NOW OWNED BY CITYAEROVOX OF NEW BEDFORD SITE Anticipated Completion NOW OWNED BY TBD CITY OF NEW BEDFORD Anticipated Completion TBD

PHASE 5

AEROVOX SITE NOW OWNED BY CITYAEROVOX OF NEW BEDFORD SITE Anticipated Completion NOW OWNED BY TBD CITY OF NEW BEDFORD Anticipated Completion TBD

WEST ZONE 1 Anticipated Completion 2020 WEST ZONE 1 Anticipated Completion 2020

John’s Auto / SK Machine John’s Auto / SK Machine

WoodWood StreetStreet

Sylv iaSylv iaetStre et Stre

CTS

WoodWood StreetStreet

CTS

Brooklawn Brooklawn CourtCourt

Pico Stone Imports and Supply Co. Pico Stone Imports and Supply Co. SEGMENT SEGMENT 12 12

PrecixPrecix / Acushnet / Acushnet RubberRubber

CTS

SEGMENT SEGMENT 12 12

SEGMENT SEGMENT 11 11

Former Aerovox Site Former Aerovox Site

Sylv iaSylv iaetStre et Stre HowaHowa rd Avenu rd Avenu e e

River River Road Road

CTS

PerryPerry StreetStreet

PrecixPrecix / Acushnet / Acushnet RubberRubber t ree t reeSt Stan Du nc an Du nc River River Road Road

Kearsarge Street

PHASE 5

Existing Shoreline

Existing Shoreline Municipal Park

Sowle Stree t Co nd ui t St re et Co nd ui t St re et Field ing Stree t

Kearsarge Street

PHASE 5 SEGMENT 10 SEGMENT 10

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

SEGMENT SEGMENT 11 11

PHASE 1

WEST ZONE 4 pated Completion 2024 bject to EPA Funding WEST ZONE 4 pated Completion 2024 bject to EPA Funding

SEGMENT 9 SEGMENT 9

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding

SEGMENT SEGMENT 10 10

PHASE 3 SEGMENT 10 SEGMENT 10

SEGMENT 9 SEGMENT 9

SEGMENT 8 SEGMENT 8

SEGMENT 7 SEGMENT 7

SEGMENT 6 SEGMENT 6

SEGMENT 7 SEGMENT 7

PHASE 1

t ree t y St y St dleree Ha dleHa

Darn It! Inc.

Stree t Field ing StreeEdna t Sowle Stree t

BROOKLAWN PARK

Kearsarge Street

Belleville Avenue

PHASE 3

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

t ree t reeSt Stan Du nc an Du nc

Darn It! Inc.

SEGMENT SEGMENT 9 9

PHASE 1

4 on 2024 nding 4 on 2024 nding

Kearsarge Street

Former Aerovox Site Former Aerovox Site Belleville Avenue

SEGMENT SEGMENT 10 10

SEGMENT SEGMENT 9 9

SEGMENT SEGMENT 8 8

SEGMENT SEGMENT 7 7

PHASE 1

Irvi ngt on Co urt

ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn

Powder Pro

Irvi ngt on Co urt

Belleville Avenue

Darn It! Inc.

US Party Nashawena Company East Mills US Party Nashawena Company East Mills

Powder Pro River Bank Lofts

BROOKLAWN PARK

t ree t StverelletSt re et ve llCo St y St y Co dleree Ha dleHa ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn

Darn It! Inc.

Desautels Street

River Bank Lofts

BROOKLAWN PARK

Belleville Avenue

e Stree t

Ve rn Sowle Stree t eet F e lt o n S tr re Co nd ui t St et eet F e lt o n S tr Co nd ui t St re et Stree t Field ing StreeEdna t

M er ril l St re et tr e e t ly S Party H e aUS River Bank Lofts Nashawena Company East e Stree t tr e e t Mills ly S Party e aUS H River Bank Lofts Nashawena Company East Mills Desautels Street

t ree t reeSt Sttch Ha tchHa

M er ril l St re et

Cl iff orCld iffStorredetSt re et Co ve llCoStverelletSt re et

esautels Street

tr e e t H e a ly S

ee t

esautels Street

teeseSt tr e e t B a te sBSa tr

M er ril l St re et tr e e t H e a ly S

t ree t reeSt Sttch Ha tchHa

M er ril l St re et

Av en Av en ue al ntr al ue Ce ntrCe

tr e e t tr e e t u gSe n ia S E u g e nEia

S tr e eSt tr e e t W h it mWahnit m a n

e eSt tr e e t Q ue ryQSuetrry Av en Av en ue al ntr al ue ntrCe

tr e e t teeseSt tr e e t B a te sBSa tr oad oad ll eRv il le R B e ll e vBilele

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tr e e t tr e e t ia u gSe n ia S

ASING

et Co nc or d St re Irvi ngt on Co urt et Co nc or d St re Irvi ngt on Co urt

Environmental Conditions Associated with Releases of Oil and Hazardous Materials

Portions of the River Walk and ecological restoration construction is planned for areas that are outside of EPA work zones. A focused examination of information related to the presence and type of hazardous materials in those locations would need to be done to determine construction and soil management needs. Given the historic industrial nature of the area and MassDEP and EPA disposal sites, the potential exists for all soil along the River Walk to potentially be impacted by Oil and Hazardous Materials (OHM). As noted above, the known locations of PCB and heavy metals contamination in the Acushnet River and adjacent shoreline are under ongoing remediation (or future remediation is planned).

The following section presents information related to the existing known hazardous materials release sites and information related to management of soils during construction of the River Walk and associated features. The potential exists for contaminants to be present along the entire length of the River Walk due to the area’s history of urbanization and industrial/commercial activities. Contaminants associated with urban fill include petroleum hydrocarbons, polycyclic aromatic hydrocarbons (PAHs) and heavy metals. PAHs are formed during the incomplete burning of organic material historically associated with human activities such as cooking and heating. Coal and wood ash are also historically present which also contain naturally occurring heavy metals.

Soil analytical testing to characterize soils in areas of unknown soil quality should be conducted in anticipation of Health and Safety protocol and potential disposal requirements prior to any significant earth moving activities. It is anticipated that project design will seek to balance cut and fill volumes to minimize the potential for off-site disposal of soil. The implementation of a Health and Safety Plan and a Soil Management Plan is recommended for construction activities.

There are 17 known Release Tracking Numbers (RTN’s) associated with Disposal Sites identified by Massachusetts Department of Environmental Protection (MassDEP) as locations where releases of oil and/or hazardous materials (OHM) have occurred which are proximal to the River Walk. Contaminants include petroleum hydrocarbons, PAHs, polychlorinated biphenyls (PCBs), volatile organic compounds (VOCs) and heavy metals (Figure 8: Hazardous Materials Sites and Table 2: Hazardous Materials Sites, Release Tracking Numbers).

The elevation of the trail is anticipated to be generally 1.0to 2.0-feet higher than the existing ground elevation. To achieve this elevation, it may be possible to utilize a haul road tentatively proposed by EPA to provide a means to remove remediation material from the study area. If a haul road is not implemented, material suitable for a trail subbase would be brought onto the site to create the desired elevation. In either scenario, off-site soil disposal is minimized.

Of the 17 OHM disposal sites listed on Table 2, 13 are closed with 10 of these having closure through a Response Action Outcome (RAO) or Permanent Solution with Conditions (PSC). Two of the remaining sites are continuing under Tier I or Tier 2 compliance, one site had the RAO statement retracted and the compliance status of the final site is unclassified.

Procedures should be implemented to minimize dust generation during construction and stockpiling of soils. Any soils generated for off-Site disposal during construction activities should be properly characterized and disposed of by the contractor.

The River Walk borders the Acushnet River which is included in the New Bedford EPA Superfund Site where sediment has been impacted by PCBs and heavy metals. The U.S. EPA and the U.S. Army Corps of Engineers have been conducting remediation actions in the harbor and along the Acushnet River and its shoreline. Further cleanup along the shoreline is anticipated which would include soil/sediment excavation and backfilling with clean material. The timing of future cleanup activities will depend on EPA project funding each year. Groundwater dewatering or exposures are not considered likely during construction.

Future Risk Management Considerations Future use of the River Walk for recreational activities requires consideration of potential exposures to Oil and Hazardous Materials (OHM) by its users. Pursuant to MassDEP regulations, soils that are present within the top three feet must meet MassDEP risk characterization as ‘posing no significant risk for recreational use’. Soil below pavement is also factored into risk characterization standards.

Project Construction and Soil Management

Although there is no formal MassDEP policy, guidance has been provided regarding construction practices and potential risk mitigation measures to avoid exposure through recreational use where walkways have been constructed on MassDEP disposal sites in other regions. Soil characterization is warranted where soils will remain open and accessible to users of the River Walk. Investigation efforts will determine if soils meet appropriate risk characterization standards.

The River Walk construction schedule is contingent upon the performance and completion of EPA remediation activities at the Acushnet River. It is anticipated that following construction of a haul road and shoreline remediation by EPA, that construction of the River Walk can proceed. At that time, the nature and extent of soil quality will need to be quantified.

MassDEP should be consulted during the planning process about the combined use of clean fill and geotextile fabric. In locations where the River Walk will be constructed of pavement, placement of one (1.0) foot of clean fill overlying a geotextile fabric is recommended. If the River Walk is placed on the EPA haul road, walkway construction may include

Although there are DEP exemptions for background concentrations of urban fill materials associated with coal and wood ash, their presence presents a need for soil management and future exposure concerns.

measures consistent with this approach. Ideally, where soils will be exposed for passive recreational activities, three (3.0) feet of clean fill overlying a geotextile fabric is appropriate. If a more sophisticated geotextile fabric with a marker barrier is used, then it may be possible to overlay that barrier with two (2.0) feet of clean fill instead of three (3.0) feet. This process would be most appropriate where OHM is identified and there is a need to manage potential user exposures following completion. This process would not need to be implemented where soil impacts have not been identified. Status A review of MassDEP disposal sites has been performed for the project corridor. Any proposed construction areas should be reviewed in detail relative to existing disposal sites and site history in order to determine an appropriate soil sampling strategy to address soil management and future risk considerations.

Remediation and restoration efforts are in progress.

TABLE 2

HAZARDOUS MATERIALS SITES AND RELEASE TRACKING NUM MAP KEY

RTN NO.

CITY

RELEASE ADDRESS

4-0021348

New Bedford

744 Belleville Avenue

ACUSHNET RUBBER COMPANY INC

120 DY

06/23/

4-0011186

New Bedford

744 Belleville Avenue

NO LOCATION AID

120 DY

03/01/

4-0000601

New Bedford

740 Belleville Avenue

AEROVOX INC

72 HR

11/28/

4-0027583

New Bedford

700 Belleville Avenue

TITLEIST PROPERTY ACUSHNET COMPANY

120 DY

12/20/

4-0014529

New Bedford

686 Belleville Avenue

FIBRE LEATHER CORP

TWO HR

02/12/

4-0023093

New Bedford

200 Riverside Avenue

FORMER MANOMET MILL

120 DY

02/25/

4-0014112

New Bedford

194 Riverside Avenue

CLIFTEX CORP

72 HR

08/06/

4-0014111

New Bedford

194 Riverside Avenue

CLIFTEX CORP

TWO HR

08/06/

4-0015213

New Bedford

10 Manomet Street

NO LOCATION AID

120 DY

12/30/

4-0019527

New Bedford

10 Manomet Street

NO LOCATION AID

120 DY

12/13/

4-0019705

New Bedford

90 Riverside Avenue

WHALER'S PLACE

120 DY

04/06/

4-0000437

New Bedford

19 and 41 Coffin Avenue

PROPERTY

NONE

01/15/

4-0011675

New Bedford

206-378 Belleville Avenue

NO LOCATION AID

TWO HR

09/19/

4-0019924

New Bedford

94 Sawyer Street

FAIRHAVEN MILLS SE CORNER OF MILL 1

72 HR

07/19/

4-0014995

New Bedford

94 Sawyer Street

FAIRHAVEN MILLS

72 HR

09/03/

4-0000245

New Bedford

85 Coggeshall Street

FAIRHAVEN MILLS

NONE

04/15/

4-0017478

New Bedford

45 Coggeshall Street

NO LOCATION AID

120 DY

11/13/

AUL Implemented * = chemistry unknown - 3 RTNs at same site

SITE NAME LOCATION AID

REPORTING CATEGORY

NOTIFIC DAT

MBERS

CATION TE

COMPLIANCE STATUS

DATE

PHASE

RAO CLASS

CHEMICAL TYPE

/2008

RTN CLOSED

10/31/2018

/1995

TIER 2

10/31/2018

PHASE II

Pb, Cd, PCBs, cVOCs

/1988

TIER I

08/15/2013

PHASE IV

PCBs and cVOCs in soil (3.5' to depth) and groundwater; PCBs (0-2' down to 12')

/2018

UNCLASSIFIED

12/20/2018

PHASE II

PCBs in soil

/1999

RAO

02/14/2000

No. 6 fuel oil in soil (0-7' below foundation)

/2011

RAO

01/04/2013

Groundwater COCs: cVOCs; Soil COCs: EPH and PAHs

/1998

PSC

12/29/2017

Groundwater COCs: fuel oil; Soil COCs: fuel oil

/1998

RAO

05/04/2012

Bags of asbestos

/1999

RAO

12/30/1999

Pb in soil (0-3')

/2005

RAO

02/01/2006

Petroleum, metals, PAHs, PCBs in soil

/2006

RAO

08/07/2006

Soil COCs: Petroleum, metals

/1988

RAO

07/31/2001

Soil COCs: Pb

/1995

RAO

12/05/2001

No. 4 fuel oil; No. 6 fuel oil

/2006

RTN CLOSED

04/12/2010

/1999

RAO

12/16/2010

/1988

RTN CLOSED

10/01/1993

/2002

STMRET

08/28/2006

PCBs and cVOCs in soil and groundwater; PCBs below RCS-2 from 2-4' bgs

PHASE III

Gasoline PHASE II

No. 2 fuel oil PAHs, Metals, Petroleum (0-8' bgs)*

PHASE II

PAHs, cVOCs, Petroleum (0-8' bgs)

traeneSt tr e e t mWahniteSm S tr e t

d d a sh NRdaosah R o a Ro a

y SwtraeyeSt tr e e t H a th ayHwaSath e eSt tr e e t tr ea e t mkSh tr am T in k hTaSin H a th a w a tr e e t T in k h a m

Ave n u e M a d e ir a Ave n u e M a d e ir a

t t e EeSaetrtrlt eeeS tr e e y SwtraEeyaeSrlt tr e H a th ayHwaSath trEeaae rlt e S tr e H a th a w a e eSt tr e e t Satrvis D a vis trDe e t tr e e t tr e e t D a vis S E a rl e ESa trl e S e S tr e e tr e e t tr e e t o ll e tt eo llSe tt e S tr e e t tr e e t o llCe tt e SCtr e e t D a vis DSa vis S C s S tr e e t

ue ue ip sh ilAlivpesn A v e n APv e n u e

94 SAWYER STREET + 85 COGGESHALL ST FAIRHAVEN 94 SAWYER STREET + MILLS 85 COGGESHALL ST RTN: 4-0019924, 4-0014995, FAIRHAVEN MILLS4-0000245 94 SAWYER STREET + 85 COGGESHALL ST RTN: 4-0019924, 4-0014995, 4-0000245 Figure Material Sites e t Hazardous e8: tr S nue Ave rd e l FAIRHAVEN MILLS l evi a Bell FIGURE 8 Ho w Figure 8: Hazardous Material Sites t e e RTN:o4-0019924, 4-0014995, lle Avenue Bellevi4-0000245 w a rd S tr

v e n u ev e n u e h il li p sh ilAli p s A eo llSetrtteeeSt tr e e t P h ilPli p s APv e n u e e tt SCtr e e t

hnet Acus ue Aven hnet Acus

et et a n eDeeSeatrtnee S tr e S tr

S tr e eSt tr e e t ll a rd B u ll a rd d S tr e e t

eet eet N y e eSeNtrty e S tr S tr

tr eneSt tr e e t a ll mTaanllSm e ta m a n S tr e

tr e e t tr e e t H o ll y HSeotll y S ll y S tr e

er Streeert Street S trSeeaewSt ytrtrSeeaeewtt y Seeaeewttlyer S

entley StreetStreet e S tr eeeSt tr e e t eetB e e tltrBeeeettl B e e tl e S

Ave n u e n t S tr e e t M a d e ir a N o rt h F ro eet 90 RIVERSIDE 194 RIVERSIDE AVENUE n t S trDRIVE N o rt h F ro WHALER’S PLACE FORMER CLIFTEX 90 RIVERSIDE DRIVE 194 RIVERSIDE AVENUE S tr e e t t n ro RTN: 4-0019705 RTN: 4-0014112, 4-0014111 F h PLACE FORMER CLIFTEX rt N oWHALER’S 90RTN: RIVERSIDE DRIVE 1944-0014112, RIVERSIDE AVENUE Bell 4-0019705 RTN: 4-0014111 evill enue WHALER’S PLACE a d e ir a A vCLIFTEX Hope Stree t MFORMER Bell e Avenu nue RTN: 4-0019705 eville A e RTN: 4-0014112, A v e 4-0014111 t Stree M a d e ir a Hope 200 venu RIVER 10 MANOMET STREET e Bell e e u MA ville 4-0019527 200 RIVE A v e n FORMER RTN: 4-0015213, 10 MANOMET AveSTREET M a d e ir a Hope Stree t nue RTN: 4 FORMER RTN: 4-0015213, 4-0019527 200RTN: RIVE 10 MANOMET STREET Desa

PHASE 2

LEGEND LEGEND

Proposed River Walk Path

River Walk Follows Existing Proposed River Walk Path Path + Driveway River Walk Follows Existing Path + Driveway Proposed Onroad RiverWalk Walk Follows Existing River Extension Proposed Onroad Path + Driveway River Walk Extension Proposed Onroad River Walk Path Proposed River WalkProposed ExtensionRiver Walk Path River Walk Follows Existing Proposed River Walk Path Path + Driveway River Walk Follows Existing Path + Driveway

LEGEND Proposed River Walk Path

250 250

250

500 Feet 500 500

750 750

1,000 1,000

750

1,000

Feet Feet

¸¸¸ ¸¸

Feet Feet

SEGMENT SEGMENT 7 7 SEGMENT 7 SEGMENT SEGMENT 6 6 SEGMENT 6

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

G G G

PHASE 2 PHASE 2

PHASE 4

H H H

et et maent eoSemtrt eet S tr e M a n otM S tr Man o me

SEGMENT SEGMENT 6 6 SEGMENT 6 SEGMENT SEGMENT 5 5 SEGMENT 5

PHASE 4 PHASE 4

PHASE 2 PHASE 2 PHASE 2

erside

iv Victoria R

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

PHASE 4

E E E

et et maent eoSemtrt eet S tr e M a n otM S tr Man o me

PHASE 4 PHASE 4

Fabrics American Engineered Fabrics

SEGMENT SEGMENT 5 5 SEGMENT 5 SEGMENT SEGMENT 4 4 SEGMENT 4

A A A

RTN: 4-0000437 STAR PLATING RTN: 4-0000437

SEGMENT SEGMENT 4 4 SEGMENT 4 SEGMENT SEGMENT 3 3 SEGMENT 3

SEGMENT SEGMENT 2 2 SEGMENT 2 SEGMENT SEGMENT 1 1 SEGMENT 1

SEGMENT SEGMENT 1 1 SEGMENT 1

7-Eleven

F F F

Foondo /Food / LustianLoouost /tingPlating dlaia r ta LustianSotaFr PgS Star Platin

RTN: 4-0011675 Engineering Work Zone RIVERSIDE Sawyer StreetPARK 206 - 378 BELLEVILLE Facility / Jacobs AVENUE RTN: 4-0011675 Engineering WorkPARK Zone RIVERSIDE RTN: 4-0011675

Bell

FORMER De RTN:

evill De Av Hope S Bell eAvenue Riverside evill enue e Av Whaler’s Care Hope Riv Riverside Avenue eCLIFTEX Corp. nue Whaler’s Place Bell Assisted Living evill Whaler’s Care CLIFTEX Corp. e Whaler’s Place Ave HopeR Avenue AssistedRiverside Living nue Powder Pro Whaler’s Care CLIFTEX Corp. Powder Pro R ide AmericanPlace Whaler’s ria RiversLiving VictoAssisted Engineered e id American ivers Fabrics Victoria R Powder Pro Engineered Fabrics e id American rs e iv Victoria R Engineered Riverside Avenue Fabrics Whaler’s Care Riverside Avenue CLIFTEX Corp. Whaler’s Place Assisted Living Whaler’s Care CLIFTEX Corp. Whaler’s Place Avenue AssistedRiverside Living Po 19 + 41 COFFIN AVENUE Whaler’s Care e CLIFTEX Corp. PLATING id AmericanPlace rs 19 STAR + 41 COFFIN AVENUE Whaler’s e ria Riv Living VictoAssisted Engineered RTN: 4-0000437 STAR PLATING American iverside Victoria R 19 + 41 COFFIN AVENUE Fabrics Engineered Foondo /Food / LustianLoouost /tingPlating dlaia r ta LustianSotaFr PgS Star Platin

45 COGGSEHALL STREET Taco Bell 7-ELEVEN STREET 45 COGGSEHALL RTN: 7-ELEVEN 4-0017478 Taco Bell 45 COGGSEHALL STREET 7-Eleven RTN: 4-0017478 7-ELEVEN 7-Eleven RTN: 4-0017478

SEGMENT SEGMENT 3 3 SEGMENT 3 SEGMENT SEGMENT 2 2 SEGMENT 2

StreetStreet shall shall CoggeCogge Cogge shall Street

StreetStreet shall shall CoggeCogge

S tr e e t Facility / Jacobs Sawyer M it c h e ll TheStreet Zone RopeWork Taco Bell it c h e ll S tr e e t Engineering Facility RIVERSIDE PARK w/ oTJacobs t M e r k k s s h e Zone Sawyer Street RopeWork ettba Engineering Taco Bell k r a e works SMtr e sketFacility / Jacobs M it c h e ll etba The Zone Mark Engineering RopeWork Taco Bell works sket 7-Eleven etba k r a M 7-Eleven Sawyer Street 206 - 378 BELLEVILLE AVENUE Facility / Jacobs 7-Eleven Sawyer Street Engineering Work Zone AVENUE PARK 206 -RIVERSIDE 378 BELLEVILLE Taco Bell Facility / Jacobs

RTN: 4-0015213, 4-0019527

ad ad N a sh aNRdaosh R o N a sh R o

RIVERSIDE PARK Sawyer StreetBelleville Avenue RIVERSIDE PARK

A ffv einn uAev e n u e C o ff in vCe on u e C o ff in A

Belleville Avenue Belleville Avenue

e eSt tr e e t mkSh tr am T in k hTaSin tr e e t T in k h a m

D D D

RIVERSIDE PARK

A ffv einn uAev e n u e C o ff in vCe on u e C o ff in A tr e e t tr e e t D e a ntreDeeSeatn e S De an e S

RIVERSIDE PARK

S tr e eSt tr e e t B u ll aSrd Btruelleat rd B u ll a rd

eet eet N y e eSeNtrty e S tr N y e S tr

C C C

S traeneSt tr e e t T a ll mSTaatrnllem et T a ll m a n

treet treet SawytreSer aeSwt yer S Sawyer S

tr e e t tr e e t B e e tltreBeeSeettl e S B e e tl e S

Ho S tr e e t M it c h e ll Th Rope e S tr e e t woTrks t M it c h e ll e k s h Rope e ettba k r a e w t e tr M orks e S k ll s M it c h e etba Th Mark Rope e works sket etba k r a M

tr e e t tr e e t H o lltry eHSeotll y S H o ll y S

MassDEP Release Tracking Numbers - MassDEP Release Tracking Numbers H HAZARDOUS MATERIAL SITES - MASSDEP TRACKING RIVERSIDE PARK Sites Figure Material - MassDEP ReleaseRELEASE Tracking Numbers e t Hazardous e8: Belleville Avenue w a rd S tr

N N N

Brooklawn oklawn StreetStreet wn Street

lt orn F eVe ui t St re et Co nd Sowle Stree t et e lt o n S tr e F et re Co nd ui t St Field ing Stree Edna o n S trt e e t t F e ltStree Co nd ui t St re et Stree t Field ing StreeEdna t

ee t

Cl iff orCld iffStorredetSt re et et ve ll StverelletSt re et Cl iff or d St reCo Co Co ve ll St re et

e eSt tr e e t trry Q ue ryQeSue t S treneue Av Av ry ue alQntr al ntrCe ueen l Av en ue

tr e e t teeseSt tr e e t B a te sBSa tr a dRo a d t e Rv ilo le B a te s S tr e B e ll e vBilRele oll ea d B e ll e v il le

tr e e t tr e e t utrgeSeent ia S E u g e nESia oad oad le ll eRv il le R E u g e n ia Ro a d

t t ahnitSmtraeneS tr e e W h it mW tr e e t tr e e t S tr e e t ia u gSe n ia S W h it m a n S tr e e t

Irvi ngt on Coet urt Co nc or d St re Irvi ngt on Co urt et Co nc or d St re Irvi ngt on Co urt

BROOKLAWN PARK BROOKLAWN PARK

CTS

PHASE 3

PHASE 5

PHASE 5 PHASE 5

WoodWood StreetStreet Wood Street

CTS

PHASE 3 PHASE 3

Sylv iaSylv iaetStre et Stre Sylv ia Stre et

CTS

PHASE 5

CTS

WoodWood StreetStreet Wood Street

Brooklawn Brooklawn CourtCourt Brooklawn Court Sylv iaSylv iaetStre et Stre Sylv ia Stre et HowaHowa rd Avenu rd Avenu e e Howa rd Avenu e

Brooklawn Brooklawn CourtCourt Brooklawn Court

BuildingExisting to be Removed Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

PerryPerry StreetStreet HowaHowa rd Avenu rd Avenu e e Perry Street Howa rd Avenu e

PHASE 3

CTS

SEGMENT 12 SEGMENT 12 SEGMENT 12 SEGMENT 11 SEGMENT 11 SEGMENT 11

PHASE 5 PHASE 5

SEGMENT 11 SEGMENT 11 SEGMENT 11 SEGMENT 10 SEGMENT 10 SEGMENT 10

Building to be Removed Municipal Park Building to be Removed

Site Former Aerovox Site

PHASE 3 PHASE 3

PHASE 1

Existing Shoreline Existing Shoreline Municipal Park Existing Shoreline Municipal Park

Former Aerovox Former Site Aerovox

SEGMENT SEGMENT 12 12 SEGMENT 12 SEGMENT SEGMENT 11 11 SEGMENT 11

SEGMENT SEGMENT 11 11 SEGMENT 11 SEGMENT SEGMENT 10 10 SEGMENT 10

PHASE 1 PHASE 1

Kearsarge Street

PrecixPrecix / Acushnet / Acushnet RubberRubber Precix / Acushnet Rubber River River Road Road River Road

Belleville Avenue

SEGMENT 10 SEGMENT 10 SEGMENT 10 SEGMENT 9 SEGMENT 9 SEGMENT 9

SEGMENT 9 SEGMENT 9 SEGMENT 9 SEGMENT 8 SEGMENT 8 SEGMENT 8

SEGMENT 8 SEGMENT 8 SEGMENT 8 SEGMENT 7 SEGMENT 7 SEGMENT 7

SEGMENT 7 SEGMENT 7 SEGMENT 7 SEGMENT 6 SEGMENT 6 SEGMENT 6

PHASE 1

Belleville AvenueAerovox Site Belleville Avenue

SEGMENT SEGMENT 10 10 SEGMENT 10 SEGMENT SEGMENT 9 9 SEGMENT 9

SEGMENT SEGMENT 9 9 SEGMENT 9 SEGMENT SEGMENT 8 8 SEGMENT 8

SEGMENT SEGMENT 8 8 SEGMENT 8 SEGMENT SEGMENT 7 7 SEGMENT 7

PHASE 1 PHASE 1

K Former L M Street KAerovox L M Kearsarge Former Site Aerovox Kearsarge Street K Former L M Site ny / Titleist ny / Titleist et Compa et Compa AcushnAcushn Acushnet Company / Titleist

PerryPerry StreetStreet Perry Street

Desautels Street

Belleville Avenue

PrecixPrecix / Acushnet / Acushnet RubberRubber t ree t ree Stan St Precix / Acushnet Rubber Du nc an Du nc t River River Du nc an St ree Road Road River Road

Belleville Avenue

J J J

I I

Kearsarge Street

Belleville Avenue

t ree t y St y St dleree Ha dleHa Ha dle y St ree t

t ree t reeSt Stan Du nc an Du nc Du nc an St ree t

M er ril l St re et et lyrilS US Party l trSte re et Darn It! Inc. e aer HM Nashawena CompanySEast tr e e t ly Party H e aUS Mills Darn It! Inc. River Bank Lofts Nashawena Company East e Stree t t e e tr Mills ly S Party H e aUS Darn It! Inc. River Bank Lofts Nashawena Company East Street Desautels Mills Desautels Street

esautels Street Stree t e Stree ver BanktLofts

eseSt tr e e t te B a te sBSaetr t B a te s S tr e

Av en Av en ue al ntr al ue Ce ntrCe Ce ntr al Av en ue

G NUMBERS (RTNs)

t ree t reeSt Sttch Ha tchHa Ha tch St ree t

740 BELLEVILLE AVENUE 686 BELLEVILLE AVENUE BROOKLAWN PARK AEROVOX FIBRE686 LEATHER CORPORATION Stree t t Field ing Stree Edna Sowle 740 BELLEVILLE AVENUE BELLEVILLE AVENUE t Stree et re St RTN: 4-0000601 RTN: 4-0014529 l ril AEROVOX FIBRE LEATHER CORPORATION M er (PROPERTY INFORMATION PROVIDED IN TABLE 2) Sowle Stree t 740 BELLEVILLE AVENUE 686RTN: BELLEVILLE AVENUE 4-0014529 Irvi ngt onRTN: M er ril l St re et Co urt 4-0000601 ui t St re et Co nd AEROVOX FIBRE LEATHER CORPORATION Sowle Stree t t e Irvi e ngt on tr Co urt RTN: 4-0000601 RTN: 4-0014529 Co nd ui t St re et e a lyrilSl St re et RSIDE AVENUEHM er 700 BELLEVILLE AVENUE 744 BELLEVILLE AVENUE t e e BROOKLAWN PARK ly S tr Field ing Stree Irvi ngt on Co urt t ANOMETAVENUE MILLS H e a TITLEIST AVENUE PRECIX AVENUE Co nd ui t St re et ERSIDE 700 BELLEVILLE 744 BELLEVILLE BROOKLAWN PARK Field t ing Stree e t e 4-0023093 RTN: 4-0027583 RTN: 4-0021348, 4-0011186 tr MANOMET MILLS TITLEIST PRECIX H e a ly S ERSIDE AVENUE 700 BELLEVILLE AVENUE 744 BELLEVILLE AVENUE Street Kearsarge Street autels : 4-0023093 RTN: 4-0027583 RTN: 4-0021348, 4-0011186 BROOKLAWN PARK Field ing Stree t MANOMET MILLS TITLEIST PRECIX Kearsarge Street esautels Street et re St l ril M er : 4-0023093 RTN: 4-0027583 RTN: 4-0021348, 4-0011186

Parcel Boundary Parcel Boundary City-Owned Parcel Parcel Boundary City-Owned Parcel City-Owned Parcel Parcel Boundary Parcel Boundary City-Owned Parcel Parcel Boundary City-Owned Parcel

Source: eDEP Source: eDEP Source: eDEP

gainst .

ojected ng, and tailed od risk mended ther to e to

due to pper

or higharate

sessed plans.

aterfront el rise de

flood us park ct to nception fecycle,

1.2 Climate Risk and Resiliency Planning

for many building professionals and government agencies, there are many resources available as references with helpful information on how cities and government agencies are adapting their practices for a changing climate. The resources that have been published by New York City Parks Department post-Hurricane Sandy are of particular relevance in examining regionally appropriate lessons learned from real events for addressing municipal climate preparedness.

Urban coastal construction occurs at a crossroads where many of the most complicated effects of climate change meet: inland flooding converges at the low point of the waterfront, daily tides rise to affect shorelines in new ways, and the coastal edge is subject to storm-related flooding. These forces can interact differently, depending on the nature of each storm event, to create different patterns of effect across the built environment. New Bedford Harbor is currently protected from storm surge because of the Army Corps of Engineer’s Hurricane Barrier which sits about three miles south of the River Walk site at the mouth of the harbor. Modeling from the Woods Hole Group indicates that both sea level rise and coastal storms will begin to affect the Upper Harbor in new and challenging ways in the coming decades, despite the presence of the Hurricane Barrier.

Climate Resilience and Risk Resources NYC Mayor’s Office of Recovery and Resiliency Climate Resiliency Design Guidelines Updated in March 2019, this is the most recent and relevant document for municipal capital planning with consideration for increased heat, precipitation, and sea level rise. Contrary to what the title suggests, this guide is less about design, and more about helping the city decide how to determine when and how to approach construction in climate risk zones.

As many of the following documents attest, the act of creating new construction in the coastal floodplain is now understood to require a specialized planning approach that starts with a close consideration of the risks, continues with a careful consideration of existing resources and shoreline conditions, and ends in a cost-benefit analysis for the funding entities (for example, see the planning process checklist on page 55 of NYC Parks and Recreation’s Design and Planning for Flood Resiliency). When construction is deemed appropriate and feasible, a flood-resistant set of design construction guidelines become crucial for achieving a long-lasting public resource.

https://www1.nyc.gov/site/orr/index.page NYC Parks + Recreation Design and Planning for Flood Resiliency This document is a useful Post Hurricane Sandy reference for planning and building public amenities in high risk, flood prone areas. This resource offers guidelines for first understanding risks, and then designing resources where appropriate and feasible, with these risks in mind.

Though Climate Adaptation is a relatively new consideration

https://www.nycgovparks.org/planning-and-building/planning/ resiliency-plans/flood-resiliency NYC Parks + Recreation High Performance Landscape Guidelines – 21st Century Parks for NYC

PLANNING PROCESS CHECKLIST

New York City’s pre-Sandy approach to addressing Climate Change, focuses mainly on urban heat island effect and stormwater infrastructure overburdened by greater storm intensity and frequency. Although dated in its pre-Sandy climate considerations that do not include storm surge challenges, there are some helpful best practices on inland stormwater management (an often underestimated part of the storm preparation equation) in Part IV, and Restoration Landscape Case Studies in Part V with very valuable lessons learned from built projects.

Assess site-specific flood zones and risk Determine desire public uses

https://www.nycgovparks.org/greening/sustainable-parks/ landscape-guidelines

Review topographic data against future sea level rise projections Conduct a shoreline inspection

1.3 Future Flooding and Storm Surge Conditions

Determine if communities can benefit from park-based coastal protection measures

Future flooding conditions and coastal storm risk level data were gathered for this study based on analysis using the Massachusetts Coast Flood Risk Model (MC-FRM) for the upper Acushnet River area for the years 2030, 2050, and 2070.

Consider conducting a costbenefit analysis

NYC Parks and Recreation’s Planning for Flood Resiliency Planning Process Checklist

TABLE 3

TIDAL BENCHMARKS FOR PRESENT DAY, 2030, 2050, AND 2070 SEA LEVEL RISE COASTAL STORMS BENCHMARK/ RETURN PERIOD

PRESENT

2030

PRESENT

(feet, NAVD 88)

MLW

-1.50

-0.26

0.94

2.74

MTL

0.28

1.42

2.72

4.52

MHW

2.06

3.20

4.50

6.29

MHHW

2.31

3.45

4.75

6.54

10-year*

3.11

4.15

5.23

7.07

50-year*

3.38

4.45

5.42

7.28

100-year*

3.50

5.42

5.50

7.36

The tidal benchmarks (MLW, MTL, MHW, MHHW) assume the New Bedford Hurricane Barrier is open under present day and future typical weather conditions. *“Storm (10-yr, 50-yr, 100-yr) return periods values assume the New Bedford Hurricane Barrier would be closed to limit storm surge-based flooding in the Acushnet River estuary. The model also assumes the Hurricane Barrier does not fail and functions as intended. However, some storms will overtop the Hurricane Barrier in 2050, and even more storms will overtop the Hurricane Barrier in 2070. This overtopping is included in the modeling and assessment of the estuary upstream of the Hurricane Barrier. The Hurricane Barrier, while overtopped, does still reduce the peak flood levels in the estuary.” (Woods Hole Group).

In December 2019, the Woods Hole Group provided data (tidal benchmarks and storm return periods) generated by the MC-FRM. This data was developed to enable the City of New Bedford to develop conceptual adaptation strategies and design climate change adaptation plans for the River Walk. These flood risk models are used as the state standard and align with state regulatory requirements consistent with the state-based climate projections.

Based on these future flooding conditions, coastal storm risk level data, desired project life and reliability of projection data, a focus on the 2050 year projections was selected. The uncertainties of flooding conditions beyond 2050 precluded assigning a design life beyond 2050. This data also informed the selection of a trail elevation no lower than 5.0 – 5.5 NAVD881 which may provide the longest feasible design life for the trail considering sea-level rise projections up to 2050 and offer a short-term benefit in the form of a modest buffer to rising sea levels. It is anticipated that at this elevation, the trail may be inundated during certain flood events.

Tidal benchmarks for the Present Day, 2030, 2050 and 2070 sea level rise and coastal storm simulations are shown on Table 3 below and include Mean Low Water (MLW), Mean Tide Level (MTL), Mean High Water (MHW), Mean High High Water (MHHW), 10-year flood, 50-year flood and 100-year flood and are based on the assumption that the New Bedford Hurricane Barrier is open under present day and future non-storm conditions.

After 2050, a re-evaluation of the alignment of the River Walk will likely be required, as a better understanding of harbor conditions, the continued proper functioning of the hurricane barrier, and sea level rise projections for 2070 and 2100 come into sharper relief. While the hurricane barrier is currently functioning properly as a protection against the largest storms and associated wave action, the gates may need to be repaired or replaced by the Army Corps at a future date, as it is currently being closed more often than originally intended due to higher and more frequent high tide conditions. The coastal storm projection numbers depend on the barrier’s presence and proper function, and thus must be considered in future planning exercises.

Figures 9 presents the probability of flood inundation for 2030, 2050, and 2070 and Figure 10 presents flood depths for the 1% annual flood (or 100 year flood event) for 2030, 2050, and 2070. The individual figures included in Figures 9 and 10 are also provided in full-size (11” x 17”) in Appendix A as Figures 9A through 9C and Figures 10A through 10C. This data and mapping demonstrate that in the coming decades, coastal flooding in the study area will become more frequent and more severe.

NAVD88 The (North American Vertical Datum of 1988) is a commonly used zero elevation point that provides a consistent reference to which other North American elevations can be compared.

eet

Co nco rd Str eet

Cen tral Ave nue

SEGMENT 5

SEGMENT 4

Clif ford Str eet

t Qu ery Str ee

SEGMENT 4

SEGMENT 3

Eu ge ni a

W hi tm an

Co lle tte

re et De an e St

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t St re et No rth Fr on

SEGMENT 3

SEGMENT 2

SEGMENTPh1ill ip s Av en ue

St re et

ue Aven

SEGMENT 1

St re et

Ho wa rd

St ree t

Be et le

Bentley Street

FIGURE 9

hnet Acus

tr ee t H ea ly S

Had ley Stre et

Covell Stre et

Hatc h Stre et

Irving ton Court

Me rril l Str eet Hope Street

Ave nu

et Ba tes St re

Ro ad

St re et

Th Rope e works

St re et

sket

tba arke

St re et

eville

St re et

en ue Co ffi n Av

M itc he ll

Bell

Ti nk ha m

Belleville Avenue

RIVERSIDE PARK

Av en ue

ad Na sh Ro

Ma de ira

Ha th aw ay

re et Ea rle St

re et Da vi s St

St re et

Bu lla rd

reet

St re et

et N ye St re

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tr ee t H ol ly S

Sawyer St

re et Be et le St

MA-FRM PROBABILITY OF INUNDATION (2030, 2050, 2070) Figure 9: MA-FRM Probability of Inundation (2030, 2050, 2070) PHASE 4 PHASE 2

Desautels Street

Prin cet on Str eet

Sh aw Str eet

SEGMENT 11

SEGMENT 10

Covell Stre et

Had ley Stre et

Hatc h Stre et

Acushnet Company / Titleist Irvin gton Stre et

Prin cet on Str eet

Sh aw Str eet

Existing Shoreline Municipal Park

Co nco rd Str eet

Building to be Removed

SEGMENT 11

SEGMENT 10

SEGMENT 9

Cen tral Ave nue

Str eet 10 Clif fordSEGMENT

t Qu ery Str ee

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

Be lle vil le

SEGMENT 8

SEGMENT 7

St re et

Irving ton Court

PHASE 3

Me rril l Str eet

Had ley Stre et

tr ee t H ea ly S

Covell Stre et

Hatc h Stre et

St re et

SEGMENT 9

Cen tral Ave nue

ree t Gl en no n St

Eu ge ni a

re et SEGMENT hi tm6an St

PHASE 1

Hope Street

Ave nu

Str eet 10 Clif fordSEGMENT

t Qu ery Str ee

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

Be lle vil le

SEGMENT 8

St re et

River Walk Follows Existing Path + Driveway

SEGMENT 7

ad Na sh Ro

Ti nk ha m

eville

St re et

Bell

SEGMENT 6

Ha th aw ay

Th Rope e works

SEGMENT 7

Eu ge ni a

Proposed River Walk Path

Av en ue

Belleville Avenue

Proposed Onroad River Walk Extension

Ma de ira

5% 10% 20%

US Party Darn It! Inc. Nashawena Company East Mills Str eet on ngt Arli

River Bank Lofts

100%

SEGMENT 5

St re et

re et Ea rle St

SEGMENT 5 vi s St re et Da

SEGMENT 4

Co lle tte

en ue Ph ill ip s Av

PHASE 2

0.5% 1% 2%

Powder Pro

25% 30% 50%

en ue Co ffi n Av

Victoria Ri

5% 10% 20%

SEGMENT 4

SEGMENT 3

re et De an e St

St re et

sket

tba arke

re et SEGMENT hi tm6an St

0.5% enue Av1% hnet Acus 2%

RIVERSIDE PARK St re et

SEGMENT 7

verside

American Engineered Fabrics

Proposed OnroadIrving ton Court River Walk Extension PHASE 3

Me rril l Str eet

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Belleville Avenue

M itc he ll

ad Na sh Ro

1,000

t St re et No rth Fr on

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

reet

Sawyer St

re et Be et le St

tr ee t H ol ly S

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

St re et

1,000

Ti nk ha m

750

SEGMENT 6

500

PHASE 1

River Walk Follows Existing Path + Driveway

tr ee t H ea ly S

St re et

250

Dry Hope Street 0.1% 0.2%

M an om et

Feet

Ave nu

Be et le

Bentley Street

Dry 0.1% 0.2%

St re et

eville

od Lustiano Fo g Star Platin

Probability of Inundation

Av en ue

Ha th aw ay

Bell

750

7-Eleven

Ma de ira

Probability of Inundation

Whaler’s Place

Coggesha ll Street

Taco Bell

500

re et Ea rle St

PHASE 2

SEGMENT 5

SEGMENT 5 vi s St re et Da

250

Sawyer Street Facility / EPA Work Zone

Proposed River Walk Path nco rd Str eet

100%

SEGMENT 4

St re et

Feet

Th Rope e works

2050

Co lle tte

ket tbas

Mark

St re et

25% 30% 50%

en ue Co ffi n Av

St re et M itc he ll

Ho wa rd

en ue Ph ill ip s Av

SEGMENT 4

RIVERSIDE PARK

Belleville Avenue

t St re et No rth Fr on

SEGMENT 3

5% 10% 20%

re et De an e St

St re et

PHASE 4

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

tr ee t H ol ly S

SEGMENT 1

reet

Sawyer St

re et Be et le St

2030

0.5% 1% 2%

SEGMENT 2

SEGMENT 1

Dry 0.1% St re et Ho wa rd 0.2%

enu et Av

Victoria Ri

ree t Gl en no n St

St re et

1,000

hn Acus

Powder Pro

St re et

Be et le

Bentley Street

Probability of Inundation

verside

American Engineered Fabrics

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

Acushnet Company / Titleist Irvin gton Stre et

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

od / Lustiano Fo g Star Platin

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

Desautels Street

250

500

750

1,000

Powder Pro

St re et

verside

Victoria Ri

Dry 0.1% 0.2%

Feet

0.5% 1% 2%

25% 30% 50%

5% 10% 20%

US Party Nashawena Company East Mills

Darn It! Inc.

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

PHASE 2

100%

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

2070

od Lustiano Fo g Star Platin

Probability of Inundation

American Engineered Fabrics

River Bank Lofts

Acushnet Company / Titleist

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

SEGMENT 12

Howard Avenue

Perry Street

unca n Stre et

Had ley Stre et

SEGMENT 12

SEGMENT 11

Precix / Acushnet Rubber

River Road

Acushnet Company / Titleist Irvin gton Stre et

Prin cet on Str eet

SEGMENT 12

SEGMENT 11

SEGMENT 10

SEGMENT 9

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

PHASE 3

R P

PHASE 5

Howard Avenue

Kearsarge Street

Perry Street

Dun can Stre et

Had ley Stre et

Covell Stre et

Hatc h Stre et

St re et

P R

BROOKLAWN PARK

Desautels Street

Belleville Avenue Darn It! Inc.

River Walk Follows Existing Path + Driveway

Municipal Park

Im CTS Buildings S Building to be Removed With Highest Floo

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

Buildings With Highest Floo SEGMENT 10

SEGMENT 9

Wood Street

Sylvia Street

Precix / Acushnet Rubber

River Road

PHASE 1

With Highest Buildings WithBuildings Highest Floo

Existing Shoreline

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

Building to be Removed

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

Proposed Onroad River Walk Extension

River Walk Extension

Former Aerovox Site

Precix / Acushnet Rubber

St re et

Proposed River Walk Path Existing Shoreline

River Road

US Party Nashawena Company East Mills

Acushnet Company / Titleist

M an om et

River Bank Lofts

100%

PHASE 2

100% Irving ton Court

Municipal Park Proposed Onroad

PHASE 4

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Sh aw Str eet

t Qu ery Str ee

Ro ad

St re et

Ti nk ha m

Ha th aw ay

SEGMENT 9 tes St re et SEGMENT 8 Ba

Be lle vil le

SEGMENT 8

SEGMENT 7

Eu ge ni a

re et SEGMENT hi tm6an St

SEGMENT 7

ad Na sh Ro

SEGMENT 6

SEGMENT 5

25% 30% 50%

P Im S

CTS

Building to be Removed

River Walk Follows Existing Path + Driveway

S tr e e t

Buildings With Highes

Municipal Park

tr ee t H ea ly S

Powder Pro

25% 30% 50%

5% 10% 20%

SEGMENT 11

ree t Gl en no n St

St re et

Proposed River Walk Path 0.5% 1% 2%

SEGMENT 10

SEGMENT 9

M an om et

re et Ea rle St

SEGMENT 5 vi s St re et Da

St re et

1,000

verside

Victoria Ri

Existing Shoreline

Me rril l Str eet Hope Street

Assisted Living

American Engineered Fabrics

tree t

SEGMENT 9

Co lle tte

SEGMENT 4

750

L a n d ry

SEGMENT 8

500

eville

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

250

Dry 0.1% 0.2%

100%

5% 10% PHASE 1 20%

Former Aerovox Site

Co nco rd Str eet

Proposed Onroad River Walk Extension

venu Buildings With Highest AFlood Risk - 2030 e

od Lustiano Fo g Star Platin

Probability of Inundation

Feet

River Walk Follows Existing Path + Driveway

Riverside Avenue Buildings With Highest Flood Risk - 2070 Whaler’s Care CLIFTEX Corp. Whaler’s Place

Fielding Street

25% 0 30% 50% Kearsarge Street

Former Aerovox Site

Sawyer Street Street/ EPA SowleFacility Work Zone

Con

7-Eleven

100%

0.5% Av en ue Ma de ira 1% 2%

Bell

PHASE 5

Proposed River Walk Path

25% 30% 50%

PHASE 2

PHASE 3

Powder Pro

Kearsarge Street

Belleville Avenue

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

Buildings With Highest Flood Risk - 2050

Building to be Removed dui t Stre et

BROOKLAWN PARK

en ue Ph ill ip s Av

SEGMENT 12

Coggesha ll Street

SEGMENT 12

SEGMENT 11

HASE 5

verside

en ue Co ffi n Av

Municipal Park Edna Street

SEGMENT 4

Brooklawn Street

Existing Shoreline

RIVERSIDE PARK

Dry 0.1% 0.2%

tr ee t H ea ly S

Desautels Street

5% 10% 20%

750 1,000 et e lle Avenu Bellevi o Stre Wald

Ver non Stre et St re et Pico Stone John’s Auto / M itc he ll he Imports and RSK TMachine CTS opew t Supply rksn St ree t skeCo. Fe olto etba Mark

Taco Bell

0.5%

enue Av1%

SEGMENT 3

re et De an e St

St re et

PHASE 4 ee t

Bu lla rd

SEGMENT 3

S tr

SEGMENT N 2 ye St re et

L a n d ry

hnet Acus LEGEND 0.2%

Victoria Ri

Engineered Fabrics

Probability of NoInundation St re et rth Fr on t

St re et Ta llm an Wood Street

Sylvia Street

500

1,000

tr ee t H ol ly S

reet

Sawyer St

re et Be et le St

250

SEGMENT 1

Precix / Acushnet Rubber

River Road

Feet

SEGMENT 8

750

SEGMENT 2

Howard Avenue St re et

500

¸ St re et Ho wa rd

Former Aerovox Site

SEGMENT 7

Brooklawn Court

Be et le

250

od / Lustiano Fo g Star Platin

Perry Street Bentley Street

Dun can Stre et

Dry 0.1%

Feet

Hope Street

Ave nu

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

PHASE 1American Probability of Inundation

eville

Whaler’s Place

Fielding Street

7-Eleven

SEGMENT 7

Sawyer Street Street/ EPA SowleFacility Work Zone Con dui t Stre et

BROOKLAWN PARK

Kearsarge Street

Edna Street

Bell

ue ffi n Av en

Th Rope e w rksn St ree t Fe olto

SEGMENT 6

SEGMENT 5

Coggesha ll Street

Taco Bell

Brooklawn Street

ske etba

Mark

RIVERSIDE PARK

Ver non Stre et

St re et

M itc he ll

PHASE 5

Wald o Stre et

Buildings With Highest Flood Risk - 2030 Brooklawn Street

Ver non Stre et Pico Stone John’s Auto / Imports and SK Machine t Supply Co. Fe lto n St ree

CTS

Edna Street

SEGMENT 12

SEGMENT 11

Sowle Street

Con dui t Stre et

HASE 5

BROOKLAWN PARK

Fielding Street

Probability of Inundation

Kearsarge Street

500

750

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2050 CTS

SEGMENT 12

SEGMENT 11

HASE 5

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

1,000

Wood Street

Sylvia Street

Precix / Acushnet Rubber

River Road

Former Aerovox Site

250

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

Feet

Dry 0.1% 0.2%

0.5% 1% 2%

5% 10% 20%

25% 30% 50%

100%

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest

These raster datasets are derived from output of the Massachusetts Coast Flood Risk Model (MC-FRM) for 2030, 2050, and 2070 sea level rise and coastal storm simulations. This public information is furnished by MassDOT and should be accepted and used by the recipient with the understanding that the data received were developed and collected for future flooding analyses purposes only. No liability is assumed as to the accuracy, sufficiency, or suitability of the information contained herein for any other particular use. MassDOT, Woods Hole Group, and UMass Boston assume no liability whatsoever associated with the use or misuse of such data. 29

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Co nco rd Str eet

Cen tral Ave nue

SEGMENT 5

SEGMENT 4

Clif ford Str eet

t Qu ery Str ee

SEGMENT 4

SEGMENT 3

Eu ge ni a

W hi tm an

Co lle tte

re et De an e St

Be lle vil le

t St re et No rth Fr on

SEGMENT 3

SEGMENT 2

SEGMENTPh1ill ip s Av en ue

St re et

ue Aven

SEGMENT 1

St re et

Ho wa rd

St ree t

Be et le

Bentley Street

FIGURE 10

hnet Acus

tr ee t H ea ly S

Had ley Stre et

Covell Stre et

Hatc h Stre et

Irving ton Court

Me rril l Str eet Hope Street

Ave nu

et Ba tes St re

Ro ad

St re et

Th Rope e works

St re et

sket

tba arke

St re et

eville

St re et

en ue Co ffi n Av

M itc he ll

Bell

Ti nk ha m

Belleville Avenue

RIVERSIDE PARK

Av en ue

ad Na sh Ro

Ma de ira

Ha th aw ay

re et Ea rle St

re et Da vi s St

St re et

Bu lla rd

reet

St re et

et N ye St re

Ta llm an

tr ee t H ol ly S

Sawyer St

re et Be et le St

MA-FRM DEPTHS FOR 1% ANNUAL FLOOD (100-YEAR Figure 10: FLOOD MA-FRM Flood Depths for 1% Annual Event)2 PHASE 4 Flood (100-Year Flood PHASE

Desautels Street

Prin cet on Str eet

Sh aw Str eet

SEGMENT 11

SEGMENT 10

Covell Stre et

Had ley Stre et

Hatc h Stre et

Acushnet Company / Titleist Irvin gton Stre et

Prin cet on Str eet

Sh aw Str eet

Existing Shoreline Municipal Park

Co nco rd Str eet

Building to be Removed

SEGMENT 11

SEGMENT 10

SEGMENT 9

Cen tral Ave nue

Str eet 10 Clif fordSEGMENT

t Qu ery Str ee

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

Be lle vil le

SEGMENT 8

SEGMENT 7

St re et

Irving ton Court

PHASE 3

Me rril l Str eet

Had ley Stre et

tr ee t H ea ly S

Covell Stre et

Hatc h Stre et

St re et

SEGMENT 9

Cen tral Ave nue

ree t Gl en no n St

Eu ge ni a

re et SEGMENT hi tm6an St

PHASE 1

Hope Street

Ave nu

Str eet 10 Clif fordSEGMENT

t Qu ery Str ee

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

Be lle vil le

SEGMENT 8

St re et

River Walk Follows Existing Path + Driveway

SEGMENT 7

ad Na sh Ro

Ti nk ha m

eville

St re et

Bell

SEGMENT 6

Ha th aw ay

Th Rope e works

SEGMENT 7

Eu ge ni a

Proposed River Walk Path

Av en ue

Belleville Avenue

Proposed Onroad River Walk Extension

Ma de ira

5% 10% 20%

US Party Darn It! Inc. Nashawena Company East Mills Str eet on ngt Arli

River Bank Lofts

100%

SEGMENT 5

St re et

re et Ea rle St

SEGMENT 5 vi s St re et Da

SEGMENT 4

Co lle tte

en ue Ph ill ip s Av

PHASE 2

0.5% 1% 2%

Powder Pro

25% 30% 50%

en ue Co ffi n Av

Victoria Ri

5% 10% 20%

SEGMENT 4

SEGMENT 3

re et De an e St

St re et

sket

tba arke

re et SEGMENT hi tm6an St

0.5% enue Av1% hnet Acus 2%

RIVERSIDE PARK St re et

SEGMENT 7

verside

American Engineered Fabrics

Proposed OnroadIrving ton Court River Walk Extension PHASE 3

Me rril l Str eet

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Belleville Avenue

M itc he ll

ad Na sh Ro

1,000

t St re et No rth Fr on

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

reet

Sawyer St

re et Be et le St

tr ee t H ol ly S

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

St re et

1,000

Ti nk ha m

750

SEGMENT 6

500

PHASE 1

River Walk Follows Existing Path + Driveway

tr ee t H ea ly S

St re et

250

Dry Hope Street 0.1% 0.2%

M an om et

Feet

Ave nu

Be et le

Bentley Street

Dry 0.1% 0.2%

St re et

eville

od Lustiano Fo g Star Platin

Probability of Inundation

Av en ue

Ha th aw ay

Bell

750

7-Eleven

Ma de ira

Probability of Inundation

Whaler’s Place

Coggesha ll Street

Taco Bell

500

re et Ea rle St

PHASE 2

SEGMENT 5

SEGMENT 5 vi s St re et Da

250

Sawyer Street Facility / EPA Work Zone

Proposed River Walk Path nco rd Str eet

100%

SEGMENT 4

St re et

Feet

Th Rope e works

2050

Co lle tte

ket tbas

Mark

St re et

25% 30% 50%

en ue Co ffi n Av

St re et M itc he ll

Ho wa rd

en ue Ph ill ip s Av

SEGMENT 4

RIVERSIDE PARK

Belleville Avenue

t St re et No rth Fr on

SEGMENT 3

5% 10% 20%

re et De an e St

St re et

PHASE 4

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

tr ee t H ol ly S

SEGMENT 1

reet

Sawyer St

re et Be et le St

2030

0.5% 1% 2%

SEGMENT 2

SEGMENT 1

Dry 0.1% St re et Ho wa rd 0.2%

enu et Av

Victoria Ri

ree t Gl en no n St

St re et

1,000

hn Acus

Powder Pro

St re et

Be et le

Bentley Street

Probability of Inundation

verside

American Engineered Fabrics

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

Acushnet Company / Titleist Irvin gton Stre et

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

od / Lustiano Fo g Star Platin

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

Desautels Street

250

500

750

1,000

Powder Pro

St re et

verside

Victoria Ri

Dry 0.1% 0.2%

Feet

0.5% 1% 2%

25% 30% 50%

5% 10% 20%

US Party Nashawena Company East Mills

Darn It! Inc.

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

PHASE 2

100%

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

2070

od Lustiano Fo g Star Platin

Probability of Inundation

American Engineered Fabrics

River Bank Lofts

Acushnet Company / Titleist

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

SEGMENT 12

Howard Avenue

Perry Street

unca n Stre et

Had ley Stre et

SEGMENT 12

SEGMENT 11

Precix / Acushnet Rubber

River Road

Acushnet Company / Titleist Irvin gton Stre et

Prin cet on Str eet

SEGMENT 12

SEGMENT 11

SEGMENT 9

SEGMENT 10

R P

PHASE 5

Howard Avenue

Kearsarge Street

Perry Street

Dun can Stre et

Had ley Stre et

Covell Stre et

Hatc h Stre et

P R

BROOKLAWN PARK

Belleville Avenue Darn It! Inc.

River Walk Follows Existing Path + Driveway

Municipal Park

Im CTS Buildings S Building to be Removed With Highest Floo

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

Buildings With Highest Floo SEGMENT 10

SEGMENT 9

Wood Street

Sylvia Street

PHASE 1

With Highest Buildings WithBuildings Highest Floo

Existing Shoreline

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

Building to be Removed

SEGMENT 3

SEGMENT 2

SEGMENT 1

Proposed Onroad River Walk Extension

River Walk Extension

Former Aerovox Site

Precix / Acushnet Rubber

Proposed River Walk Path Existing Shoreline

River Road

US Party Nashawena Company East Mills

Acushnet Company / Titleist

River Bank Lofts

100%

PHASE 2

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

PHASE 3

Municipal Park Proposed Onroad

PHASE 4

100% Irving ton Court

River Walk Follows Existing Path + Driveway

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5% 10% 20%

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Municipal Park

Desautels Street

St re et

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SEGMENT 9 tes St re et SEGMENT 8 Ba

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M an om et

Proposed River Walk Path

SEGMENT 8

SEGMENT 7

St re et

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Victoria Ri

SEGMENT 11

ree t Gl en no n St

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SEGMENT 10

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SEGMENT 7

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SEGMENT 6

SEGMENT 5

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SEGMENT 5 vi s St re et Da

1,000

SEGMENT 2

SEGMENT 1

Precix / Acushnet Rubber

River Road

L a n d ry

St re et

750

Co lle tte

500

Hope Street

Dry 0.1% 0.2%

100%

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

250

eville

Existing Shoreline

Me rril l Str eet

venu Buildings With Highest AFlood Risk - 2030 e

od Lustiano Fo g Star Platin

Probability of Inundation

Feet

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Former Aerovox Site

Co nco rd Str eet

Proposed Onroad River Walk Extension

0.5% Av en ue Ma de ira 1% 2%

Bell

PHASE 5

River Walk Follows Existing Path + Driveway

Riverside Avenue Buildings With Highest Flood Risk - 2070 Whaler’s Care CLIFTEX Corp. Whaler’s Place

Fielding Street

25% 0 30% 50% Kearsarge Street

Former Aerovox Site

Sawyer Street Street/ EPA SowleFacility Work Zone

Con

7-Eleven

PHASE 2

100%

Buildings With Highest Flood Risk - 2050

Building to be Removed dui t Stre et

BROOKLAWN PARK

SEGMENT 4

SEGMENT 12

Coggesha ll Street

SEGMENT 12

SEGMENT 11

HASE 5

en ue Ph ill ip s Av

Municipal Park Edna Street

Dry 0.1% 0.2% en ue Co ffi n Av

Brooklawn Street

Existing Shoreline

RIVERSIDE PARK

SEGMENT 4

750 1,000 et e lle Avenu Bellevi o Stre Wald

Ver non Stre et St re et Pico Stone John’s Auto / M itc he ll he Imports and RSK TMachine CTS opew t Supply rksn St ree t skeCo. Fe olto etba Mark

Taco Bell

SEGMENT 3

re et De an e St

St re et

PHASE 4 ee t

Bu lla rd

S tr

SEGMENT 3

L a n d ry

SEGMENT N 2 ye St re et

Probability of NoInundation St re et rth Fr on t

St re et Ta llm an Wood Street

Sylvia Street

500

tr ee t H ol ly S

reet

250

Sawyer St

re et Be et le St

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River Road

Former Aerovox Site

SEGMENT 1

St re et Ho wa rd

SEGMENT 1

¸ N

Kearsarge Street

1,000

PHASE 3

Powder Pro

Proposed River Walk Path

25% 30% 50%

5% 10% 20%

enue Av1%

SEGMENT 9

750

SEGMENT 2

Howard Avenue St re et

500

0.5%

Victoria Ri

Kearsarge Street

Belleville Avenue

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

St re et

Brooklawn Court

Be et le

250

M an om et

Perry Street Bentley Street

Dun can Stre et

hnet Acus LEGEND 0.2%

verside

American Engineered Fabrics

tr ee t H ea ly S

Desautels Street

(2030, 2050, 2070) PHASE 1

Dry 0.1%

Feet

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

Probability of Inundation

Hope Street

Ave nu

SEGMENT 9

Fielding Street

7-Eleven

SEGMENT 8

BROOKLAWN PARK

SEGMENT 8

Con dui t Stre et

od / Lustiano Fo g Star Platin

Coggesha ll Street

FLOOD )2R(2030, 2050, EVENT) 2070) Taco Bell

SEGMENT 7

Sawyer Street Street/ EPA SowleFacility Work Zone

SEGMENT 7

Edna Street

eville

Th Rope e w rksn St ree t Fe olto

SEGMENT 6

SEGMENT 5

Mark

Brooklawn Street

ske etba

Bell

ue ffi n Av en

RIVERSIDE PARK

Ver non Stre et

St re et

M itc he ll

PHASE 5

Wald o Stre et

Buildings With Highest Flood Risk - 2030 Brooklawn Street

Ver non Stre et Pico Stone John’s Auto / Imports and SK Machine t Supply Co. Fe lto n St ree

CTS

Edna Street

SEGMENT 12

SEGMENT 11

Sowle Street

Con dui t Stre et

HASE 5

BROOKLAWN PARK

Fielding Street

Probability of Inundation

Kearsarge Street

500

750

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2050 CTS

SEGMENT 12

SEGMENT 11

HASE 5

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

1,000

Wood Street

Sylvia Street

Precix / Acushnet Rubber

River Road

Former Aerovox Site

250

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

Feet

Dry 0.1% 0.2%

0.5% 1% 2%

5% 10% 20%

25% 30% 50%

100%

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest

PROVIDENCE WATERFRONT PARK 1.4

Shoreline Stabilization

planning process checklist on page 55). In requesting the creation of the flood maps by Woods Hole Group, the New Bedford River Walk planning process engaged in a detailed topographic review of the site against future sea level rise projections. This guide suggests that the next step is shoreline inspection. This step, in concert with a full site survey after the EPA has completed their cleanup efforts, will help determine the site-by-site approach and likely cost for each of the segments. As is explained in the report, this stage of the process is commonly one of the steps that will illuminate the unseen, or “hidden” costs of construction.

The maps and table provided by Woods Hole Group make clear that the New Bedford Estuary will be experiencing an intensifying amount of coastal flooding over the coming years due to more severe and frequent coastal storms and higher daily tides. Although the planning process for the River Walk has not yet included the investigation for shoreline stabilization needs, a key recommendation of this updated feasibility report is to hire a coastal engineer to conduct a shoreline inventory and recommend a design strategy that is based on future flooding conditions (see planning process checklist below on page 55 of NYC Parks and Recreation’s Design and Planning for Flood Resiliency and shown on page 26 of this report).

https://www.nycgovparks.org/planning-and-building/planning/ resiliency-plans/flood-resiliency Massachusetts Department of Conservation and Recreation Waterways Division Hingham, MA Massachusetts Coastal Infrastructure Inventory, Assessment Report Update Project No. P13-2814-D05 (3841S) South Coastal – New Bedford

Shoreline Stabilization Resources Woods Hole Group Flood Map Figures + Tidal and Storm Benchmark Datasets

The Woods Hole Group figures are based on the The State of Massachusetts completed a comprehensive Massachusetts Coast Flood Risk Model (MC-FRM) that was Coastal Infrastructure Inventory and Assessment Report in developed by MassDOT for developing their own planning Park entrance at Ship Street with view to water, Perspective by BRR 2006 and updated it in 2015. The report was prepared for and climate change adaptation strategies, based on a close DCR to help the agency take stock of the state of the privately examination of coastal elevations and possible flood risks. InAlthough November, 2006,against Brown,over Richardson Rowe won the and Providence Waterfront Park Design The publicly owned coastal structures that Competition. are protecting the they caution reliance on+modeled Massachusetts coastline at large. Although this report did not projections, their study strongly suggests that changing park is on the west side of the Providence River on landcapture that became available an overpass was removed the shoreline for theafter New Bedford River Walk, their coastal conditions will intensify and create new challenges to study ended less than a mile south of the River Walk project during I-195 relocation project. This four acre civic space will be connected by a new pedestrian bridge to a the builtthe environment over the coming decades. site and may offer a glimpse into the order of magnitude costs two-acre on the east side of the river. Parades can travel downtypes Dorrance Street and end at the river’s edge for different of shoreline stabilization options that may NYC Parkspark + Recreation be required over time. The rubric that they used to record Design and Planning for Flood Resiliency via the pedestrian promenade that extends this important the citytype street through the park. Native species rain gardens of structure present, as well as its elevation and This document is a useful Post Hurricane Sandy reference for condition, could the be aimpact helpful guide for understanding the State and permeable paving are part of the resiliency planning that will reduce of flood events on stormwater planning and building public amenities in high risk, flood prone precedent for shoreline stabilization. It is important to note infrastructure and enhance the usability of theoffers park. Lawns, up and the river, a riverwalk, spaces areas. Where appropriate and feasible, this resource theviews suggestions for down infrastructure repairs and retrofitting werefor guidelines for first understanding risks, and then designing based on historic storm and flood data, not on our most recent outdoor and arisks plaza a promontory overlooking thedata water will encourage people of all ages to use the parks resourcescafes with these in on mind. suggesting more frequent storms and rising tides.

throughout the day and year. CDR Maguire and BRR completed the bid documents for the Rhode Island DepartIn this guide, they suggest undergoing six planning process https://archives.lib.state.ma.us/handle/2452/724657

steps before engaging in public park The construction ment of Transportation in 2017. bridge is(see under construction. Park construction began in the spring of 2018.

Providence Waterfront Park, Providence, Rhode Island (Perspective by John Latham, Brown, Richardson + Rowe) 32

2.0 PLANNING GOAL The goal for the New Bedford River Walk project is to construct an ADA-compliant multiuse path along the west bank of the upper Acushnet River in New Bedford, between Coggeshall Street north to Wood Street, that will serve as a safe and positive community amenity, encouraging passive recreational opportunities along the banks of the Acushnet River for city residents and visitors.

Quequechan River Rail Trail, Fall River, Massachusetts 33

3.0 PLANNING CONSIDERATIONS Numerous factors were taken into consideration during the development of these draft recommendations for the alignment and elevation of the River Walk. These factors were balanced in a manner which best met the overall planning goal of the project. Ecological restoration areas and passive recreation areas will be located adjacent to the River Walk.

required easement will be larger than 25-foot wide easement described in the prior Feasibility Study. • The River Walk and all connections will comply with the Americans with Disabilities Act (ADA). • The River Walk will be a 10-foot wide asphalt surface with 2-foot wide vegetated shoulders and a 6:1 vegetated slope on each side (26-foot wide total cross section). (It is likely that the slope conditions will vary after a new topographic survey is completed and grading plans are developed. The current slope assumptions in this feasibility study update represent a typical slope used for multi-use trails and make it possible to develop costs that will be helpful in future planning and funding efforts.)

Factors The draft recommendations represent a balance of the following factors: • Maximizing restoration of riparian habitat in areas where the • • • • • •

most restoration can be accomplished and in areas that offer the best opportunities for restoration, Minimizing impacts to natural and environmental resources including wetland resources and historic structures/ archaeological sites, Minimizing excavation and transport of soils containing hazardous materials, Avoiding negative impact to existing businesses and residences, Selecting a target trail elevation that will provide the longest feasible design life for the trail considering sea-level rise projections up to 2050 based on MC-FRM data, Understanding costs, and Providing a good quality recreational and transportation amenity.

» 10-feet is the minimum recommended width for a

multi-use trail by the Federal Highway Administration’s (FHWA’s) Shared Use Path Guidance Document. An 8.0-foot width may be used where trail volumes are expected to be low and with consideration of the potential impact to environmental resource.

• The design elevation will be no lower than 5.0-5.5 NAVD88. • The depth of the River Walk subbase and asphalt surface

will be 12-inches.

» The subbase will consist of clean gravel borrow overlying

a geotextile fabric.

» Outside of the paved surface, where OHM soils will be

exposed for recreational activities, three (3.0) feet of clean fill overlying a geotextile fabric is appropriate. Two (2.0) feet of clean fill may be used in combination with a more sophisticated geotextile fabric with a marker barrier.

Based on the consideration of these design factors, the study team also established a series of assumptions to guide the conceptual design of the River Walk.

Planning Assumptions

• Wooden fencing will be installed on the river side of the trail,

• Design elevation recommendations accurate through the

as needed for user safety.

year 2050 (WHG projections). • WHG projections and design elevations will be reviewed upon completion of the EPA cleanup and the establishment of a construction schedule for the River Walk. • The City of New Bedford will acquire the property easements and conservation restrictions needed for the construction and ongoing existence of the River Walk and accompanying ecological and passive recreation areas. The

• Expanded ecological restoration areas and passive

recreation areas will be located adjacent to the River Walk.

• Expanded ecological restoration will be focused on areas

where the most restoration can be accomplished, not only in a linear fashion alongside the trail, but also in areas that will accommodate more restoration and in areas with the best opportunities for restoration.

â&#x20AC;˘ Resiliency and sustainability techniques will be incorporated

flooding. Bioswales and bio basins will be used to quickly drain paths and surfaces as well as provide natural habitat. â&#x20AC;˘ Salt tolerant plants appropriate for their elevation, proximity to salt water, public enjoyment, and biodiversity will be used. Plants must be suitable for their specific location and environmental conditions.

into the River Walk design. The River Walk will be subject to periodic flooding and living shorelines or hybrid methods of sea wall design will be incorporated into the design, as appropriate. â&#x20AC;˘ The River Walk will be designed to be easily maintained by the City and quickly returned to use after storm events and

4.0 ENVIRONMENTAL PERMITS AND APPROVALS The following sections describe the local, state, and federal environmental permits or approvals that would be required prior to the construction of the River Walk. Conceptual time periods for permit preparation and approval are also provided.

4.1

Mills complexes are designated as National Register-listed Historic Districts. Each River Walk phase will require review by the Massachusetts Historic Commission through a Project Notification Form (PNF). If federal funding is used or approvals are needed, review of Section 106 of the National Historic Preservation Act will be required.

State/Local Environmental Permits

Massachusetts Wetlands Protection Act (310 CMR 10.00) Notice of Intent

Massachusetts Environmental Policy Act – Environmental Notification Form (MEPA ENF)

All segments will require the filing of a Notice of Intent (NOI). The NOI will be required because segments are within the 25-foot Riverfront Area of the Acushnet River and/or within the 100-foot Buffer Zone to Wetland Resource Areas. The Riverfront Area boundary extends 25-feet from the Mean High Water line associated with River. Segments can be combined for permitting or permitted separately.

In compliance with MEPA’s anti-segmentation regulations, all segments of the River Walk must be reviewed as a single project. As a state-funded project and requiring state permits, the project is within MEPA jurisdiction. The project would exceed the MEPA wetlands threshold for the preparation of an ENF (301 CMR 11.01(3)(b) as it would require a Chapter 91 License for a new unlicensed non-water dependent use of waterways or tidelands. ENF preparation and MEPA Certificate issuance period is approximately 3-6 months.

NOI preparation and permit issuance period is approximately 4-5 months.

A Special Review Procedure for MEPA review may be an option and could offer a way to start the process earlier and enable the design team to change/add aspects of the project as it progresses.

New Bedford Wetlands Ordinance Reviewed as part of the Notice of Intent (NOI, the wetlands ordinance has a goal of no work within 25 feet of resource areas. As the Riverfront Area is a wetland resource, the goal would be no work within 50 feet of the riverbank, or within 25 feet of other vegetated wetlands bordering to the River. As this is likely not achievable for some or all segments, the City will need to coordinate early with the Conservation Commission.

Massachusetts Chapter 91 License All River Walk segments would require a Chapter 91 License from the MA Department of Environmental Protection (MassDEP) because they are within Chapter 91 jurisdictional areas. Based on early coordination with MassDEP, review of existing licenses must occur prior to permitting and segments can be combined for licensing. The license application and issuance period is approximately 9-12 months.

4.2

Federal Environmental Permits

U.S. Army Corps of Engineers (USACE)– Section 404 permit Required for direct impact to wetland resources under federal jurisdiction or any work below ordinary high water (OHW). The planning-level goal would be to avoid direct impact to wetland resources. An exception may be needed for Segment 11 at the former Aerovox site where a larger Intertidal zone

Massachusetts Historic Commission (MHC)– Chapter 254 Review The River Walk will occur within the boundaries of properties individually listed in the National Register of Historic Places. Further, within the study area, the Manomet Mills and Whitman

could be beneficial. This Segment would require construction period work within federal wetlands. A segment (or groups of segments advanced together as a single project) would qualify for a USACE General Permit #8 – Residential, Commercial, and Institutional Developments, and Recreational Facilities. The permit type required would be either a Self Verification (SV) or Pre-Construction Notification (PCN). The preparation and permit issuance period for a PCN is 3-5 months.

Assuming that there is a ‘federal action (i.e., federal funding or permit), the project will require a ‘federal consistency review’ to ensure the project’s reasonably foreseeable effects on any land or water use or natural resources of the Massachusetts coastal zone is consistent with the MCZM program. MCZM Federal Consistency Review is generally completed as part of the MEPA review process.

Coastal Zone Management Federal Consistency Review The River Walk is located within the jurisdictional area of the Massachusetts Coastal Zone Management (MCZM) Program.

5.0 CONCEPTUAL COST ESTIMATES The conceptual cost estimates for the New Bedford River Walk were developed for the purpose of comparing the order-ofmagnitude costs of various segments under consideration. These conceptual cost estimates were developed based on MassDOT’s weighted average bid price application on the MassDOT website; prices for January 2020 were used. An additional 15% of the construction cost was added to account for planning, permitting, and engineering design. All costs were escalated 4.0% annually to the anticipated potential construction year.

relocation, and traffic management. See exclusions for a list of items expressly unaccounted for in these conceptual costs.

Costs Related Hazardous Materials Handling / Disposal As noted Section 1.2, given the historic industrial nature of the area and MassDEP and EPA disposal sites, the potential exists for soil along the River Walk to potentially be impacted by Oil and Hazardous Materials (OHM). Note that the known locations along the River Walk Corridor containing PCB and heavy metal contamination are under ongoing remediation (or future remediation is planned). However, there is the potential to encounter other areas of OHM contamination within the areas planned for the River Walk corridor and ecological restoration.

Gateway Construction Assumptions Costs of the ‘River Walk Gateway’ features were developed for the 2015 New Bedford Riverwalk Planning and Design Feasibility Study. The costs of these gateway feature provided in that study were inflated 4% annually to the 2020 base year.

Prior to completion of a soil characterization program, it is not possible to estimate the volume (and related costs) of OHM material to be removed from the project site. Stantec’s LSP was consulted to gain an understanding of OHM disposal costs. Disposal of OHM contaminated soil (non-PCB) would cost approximately $45 to $85 per Ton. To put this cost in the context of the River Walk, disposal of OHM-contaminated soil for 100 linear feet of trail could cost approximately $13,000 to $24,500. This assumes the removal of OHM soil to a three-foot depth under the entire 26-foot width of the trail and 6:1 embankment. Additionally, until design is completed, the volumes of soil warranting off-site disposal versus on site reuse is unknown. Every effort will be made to minimize any off-site disposal of soil and to reuse soils within the project as appropriate given engineering and environmental requirements.

Trail Construction Assumptions The base cost is for the construction of the trail and side slopes, with 1.0’ increase over the existing grade. Alternate 1 will increase the profile by an additional 0.5 feet and add Alternate 2 will add 1.0’ of height to the profile. It is possible that if the proposed haul road were constructed with the trail in mind, on the intended trail alignment and at the appropriate grade, then a cost savings in clearing, ordinary borrow, and gravel borrow could be realized. Future financial planning would require a more detailed cost estimate based on a higher level of design. For more detail on the information used to generate the costs, please see Appendix B: Conceptual Cost Estimates.

35% Contingency

Exclusions

The 35% contingency added to these conceptual costs is to account for unknown, but not unexpected costs. These could include, but are not limited to: environmental mitigation, utility

These conceptual cost estimates do not include the cost of ancillary features such as a canoe launch, overlook/pier, etc.

Before a canoe launch or pier can be designed, permitted or constructed, the City of New Bedford will need to determine whether the Acushnet River can be used safely by the public. Below is a list of other items that are not accounted for at this time:

• Disposal costs of contaminated soil • Fill in capped contamination areas • Shoreline stabilization (Shoreline stabilization needs will

need to be determined on a site by site basis in the site investigation stage with the help of a coastal engineer. In some cases, no stabilization may be required.)

6.0 RECOMMENDATIONS AND PHASING Based on consideration of the assumptions, anticipated future flooding conditions, potential environmental permitting requirements, and cost the following draft recommendations were developed to meet the planning goals of the project.

In some cases, the study team suggests moving the River Walk inland, while retaining the locations of the previously proposed ecological restoration zones. By making the ecological restoration zones accessible to maintenance workers and protecting them from the public, maintenance of the plants will be facilitated.

The River Walk has been previously divided into 12 segments. These recommendations are presented as River Walk phases, i.e., adjacent River Walk segments built concurrently. The recommended sequence of the River Walk phases was established based on the EPA intertidal remediation schedule and the perceived ease of permitting and construction. For example, the remediation of the intertidal area encompassing Phase 1 (Segments 6, 7, 8, and 9) is scheduled to complete by 2023/2024 and the area is relatively free of obstructions and may be constructed without direct wetland impacts.

The eight River Walk gateways and seating areas proposed in the previous Feasibility Study have been included in these recommendations. The areas would include enhanced landscaped entrances connecting the River Walk to area roadways and additional landscaped seating areas along the trail to provide users an opportunity to rest and enjoy views of the Acushnet River. The following describes the limits, length, features, permitting requirements, and cost of the recommended River Walk phases. Table 4: Summary of Trail Segments â&#x20AC;&#x201C; Opportunities and Challenges provides this data for each River Walk segment. Figures 11 through 15 present Phases 1 through 5, respectively.

The original Acushnet River Restoration Project included a total area of 5.3 acres. The ecological restoration zones proposed in the following pages include the originally conceived 5.3 acres restoration zones by the NBHTC as well as additional land proposed through this Feasibility Study Update . These areas will have multiple functions â&#x20AC;&#x201C; to restore the Acushnet River shoreline habitat and to adapt to present and future flooding levels and sea level rise. Water levels are changing and areas currently defined as either high or low marsh will change and migrate with rising water levels. The topography of the sites where the River Walk will be built will also be altered by contaminant removal and filling. For example, the area where contaminants are buried at the Sawyer Street facility will become an upland.

The recommended order of the phases may change depending on several factors including the actual timing of the cleanup, the interests of the adjacent property owners and the availability of public and private funding. The information provided by the Woods Hole Group regarding flood inundation and storm and tidal water levels has implications for public expenditures. Any investment of public money should be a long-lasting one. The River Walk project should be as durable as possible and provide benefits to the City.

Hop e Stre et

FIGURE 11

tr ee t He al y S

PHASE 1 DETAIL PLAN Figure 11: Phase 1 Detail Plan B ee tle

1,000

100

S tr ee t

hn Acus

Municipal Park

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Proposed Onroad River Walk Extension

Building to be Removed

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Co nco rd Str eet POSSIBLE PASSIVE RECREATION AREA

Cen tral Ave nue

Cli ffor d Str eet

t Qu er y St ree

Be lle vi lle

et Ba te s St re

Ro ad

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St re et

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Desautels Street

Perry Street

Dun can Stre et

Had ley Stre et

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St re et

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Buildings With Highest Flood Risk - 2050

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Ti nk ha m

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M ad ei ra

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t St re et

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EXPANDED ECOLOGICAL St re et rth Fr on t RESTORATION NoZONE

S tr ee t

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River Walk Follows Existing Path + Driveway

Irvin gton Stre et

750

Gateways and Promontories Pri nce ton Str eet

500

Existing Shoreline

Sh aw Str ee t

250

Proposed River Walk Path

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Feet

ch S tr ee t

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ee t

M e rr il l S tr e e t

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PHASE 5

PHASE 1

250

500

750

1,000

Feet

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 4.9 ft B: 3.9 ft C: 4.2 ft D: 5.2 ft E: 4.7 ft 42

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 5

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

PHASE 2

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

PHASE 4

P Im S

6.1

Phase 1 Segments Included:

6, 7, 8, 9

Description: (limits, length)

Phase 1 extends 2,680 feet (0.45 miles) from Manomet Street to the southern boundary of the Acushnet Company property. Includes re-use of 590 feet of existing path.

Challenges:

Wetland band at riverâ&#x20AC;&#x2122;s edge. Extended flood area in 2050. Several structures (building and foundations) in shore area.

Opportunities:

Larger areas available for ecological restoration or passive recreation along the river. The smokestack provides an interesting destination with new owner a project proponent.

Permitting Requirements:

ENF, Chapter 91 License, WPA Order of Conditions, Chapter 254 Historic Review, Coastal Zone Management - Federal Consistency Review

Conceptual Cost:

River Walk: Ecological Restoration: Gateways:

$884,000 $1,774,000 $560,000

Total:

$3,218,000

evill

PHASE 2 DETAIL PLAN Figure 12: Phase 2 Detail Plan B ee tle

1,000

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

ing tonHighest Flood Risk - 2030 ArlWith Buildings

Proposed Onroad

Building to be Removed

Walk Extension PLAZARiver AND EXPANDED ECOLOGICAL ue Aven hnet Acus RESTORATION ZONE

100

S tr ee t

Cli ffor d Str eet

Man o me

Cen tral Ave nue

et Ba te s St re

Ro ad

St re et

Powder P

Kearsarge Street

Howard Av nue

Desautels Street

Perry Street

Dun can Stre et

Had ley Stre et

Covell Str eet

Hatc h Stre et

t St re et

Irving ton Cour t

Belleville Avenue

P Former Aerovox Site

Precix / Acushnet Rubber

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

River Bank Lofts

St re et

verside

Be lle vi lle

Eu ge ni a

tr ee t H e al y S

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living Victoria Ri

erside

iv Victoria R

Me rril l Str eet

Hope Street

Ave nu

M an om et

American Engineered Fabrics

St re et

eville

St re et

Ti nk ha m

St re et

American Engineered B Fabrics

Bell

Co nco rd Str eet

Riversi de Avenue Whaler’s Care CLIFTEX Corp. Assisted Living BROOKLAWN PARK

W hi tm an

Av en ue

ad Na sh Ro

M ad ei ra

Ha th aw ay

Whaler’s Place

tr ee t E ar le S

tr ee t D avis S

Sawyer Street Facility / Jacobs Engineering Work Zone

od / Lustiano Fong Star Plati

St re et

Taco Bell

Co lle tte

etb

Mark

Th Rope e works

ve nu e C of fin A

t aske

ood / Lustiano F ng Star Plati

RIVERSIDE PARK

re et ch el l St

en ue Ph ill ip s Av

St re et

re et De an e St

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr ee t H ol ly S

reet Sawyer St

re et Be et le St

Belleville Avenue

Whaler’s Place

Buildings With Highest Flood Risk - 2050

t Qu er y St ree

t St re et No rth Fr on

S tr ee t

Str eet

Irvin gton Stre et

750

Proposed River Walk Path

Pri nce ton Str eet

500

Sh aw Str ee t

250

Hop e Stre et

enu

re et Gl en no n St

Feet

e Av

FIGURE 12

Bell

eet

e nu e o ff in A v

E PARK

CTS

500

750

1,000

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 4.3 ft B: 5.6 ft C: 7.1 ft D: 4.0 ft 44

SEGMENT 6

250

SEGMENT 12

PHASE 5

PHASE 2 Feet

SEGMENT 11

PHASE 3

SEGMENT 5

SEGMENT 4

SEGMENT 3

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

PHASE 2

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

OVERLOOK AND PIER

P Im S

6.2

Phase 2 Segments Included:

4, 5

Description: (limits, length)

Phase 2 extends 1,270 feet (0.24 miles) from Coffin Avenue to Manomet Street.

Challenges:

Narrow edge between river and American Engineering Fabrics (Sawtooth) Building Victoria Riverside parking area. Extended flood area at Sawtooth Building in 2050.

Opportunities:

Removal of Sawtooth Building creates 2.5 acres available for ecological restoration or passive recreation. City-owned parking area behind Victoria Riverside could be used for parking or other uses. Overlook/Pier at end of Coffin Avenue.

Permitting Requirements:

ENF, Chapter 91 License, WPA Order of Conditions, Chapter 254 Historic Review, USACE General Permit (depending on work proposed at Sawtooth building property), Coastal Zone Management - Federal Consistency Review

Conceptual Cost:

River Walk: Ecological Restoration: Gateways:

$553,000 $355,000 $1,042,000

Total:

$1,950,000

100

e et Av

Building to be Removed

nue

Cli ffor d Str eet

River Road

Cen tral Ave nue

PHASE 5

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 5.2 ft B: 3.6 ft 46

Howard Av nue

PHASE 5

SEGMENT 12

1,000

CTS SEGMENT 11

750

Former Aerovox Site

SEGMENT 11

500

SEGMENT 10

250

Feet

PHASE 3

SEGMENT 12

PHASE 3

SEGMENT 11

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 9

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 10

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

PHASE 2

SE 1

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

Perry Street

Precix / Acushnet Rubber

verside

Victoria Ri

Darn It! Inc.

River Road

American Engineered Fabrics

Powder Pro

Dun can Stre et

Kearsarge Street

Belleville Avenue US Party Nashawena Company East Mills

River Bank Lofts

Acushnet Company / Titleist

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Had ley Stre et

Covell Str eet

Hatc h Stre et

Former Aerovox Site

BROOKLAWN PARK

Precix / Acushnet Rubber

et Ba te s St re tr ee t H e al y S

Irving ton Cour t

St re et

Me rril l Str eet

Desautels Street

Whaler’s Place

od / Lustiano Fong Star Plati

Ro ad

A Sawyer Street Facility / Jacobs Engineering Work Zone

St re et

Acushnet Company / Titleist

Hope Street

Ave nu

M an om et

Taco Bell

Eu ge ni a

Th Rope e works

eville

St re et

sket

tba arke

Bell

St re et

ve nu e C of fin A

RIVERSIDE PARK

St re et

Ha th aw ay

Belleville Avenue

re et ch el l St

Av en ue

W hi tm an

M ad ei ra

Ti nk ha m

St re et

tr ee t D avis S

tr ee t E ar le S

Darn It! Inc.

ad Na sh Ro

Co lle tte

en ue Ph ill ip s Av

St re et

re et De an e St

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr ee t H ol ly S

reet Sawyer St

re et Be et le St

US Party Nashawena Company East Mills

Co nco rd Str eet

Be lle vi lle

Belleville Avenue

t St re et No rth Fr on

Buildings With Highest Risk - 2050 geFloodStreet Kearsar

t Qu er y St ree

hn Acus POSSIBLE PASSIVE RECREATION AREA

S tr ee t

Proposed Onroad River Walk Extension

How ard Av nue

B ee tle

1,000

Str eet

ing tonHighest Flood Risk - 2030 ArlWith Buildings

Irvin gton Stre et

750

Municipal Park

Pri nce ton Str eet

500

River Walk Follows Existing Path + Driveway

Gateways and Promontories

Sh aw Str ee t

250

Existing Shoreline

re et Gl en no n St

Feet

Proposed River Walk Path

Perry Stree t

PHASE 3 DETAIL PLAN Figure 13: Phase 3 Detail Plan

D un ca n S tr ee t

S t r e e t 13 H e a l yFIGURE

H a dl e y S tr e e t

tr e e t

S tr ee t

M e rr il l S t

CTS

P Im S

6.3

Phase 3 Segments Included:

Description: (limits, length)

Phase 3 extends 740 feet (0.14 miles) from Hatch Street to Hadley Street.

Challenges:

Large fenced parking lot at Titleist building Extended flood area at south end of phase in 2050. Wetland band at riverâ&#x20AC;&#x2122;s edge.

Opportunities:

Minor relocation of fencing could open up larger area for ecological restoration or passive recreation. Potential canoe launch at boundary of Segment 10 and 11. Future construction depends on safety of the river for public use.

Permitting Requirements:

ENF, Chapter 91 License, WPA Order of Conditions, Chapter 254 Historic Review, Coastal Zone Management - Federal Consistency Review

Conceptual Cost:

River Walk: Ecological Restoration: Gateways:

$335,000 $431,000 $0

Total:

$766,000

B ee tle

re e t che l l St

100

S tr ee t

Ave hnet Acus

Co nco rd Str eet

Howard Av nue

Precix / Acushnet Rubber

River Road

Acushnet Company / Titleist

Former Aerovox Site

Americ Enginee Fabri CTS

P Im S

SEGMENT 12

SEGMENT 11

SEGMENT 10

PHASE 5

SEGMENT 4 SEGMENT 4

SEGMENT 3

Gateways and Promontories

Municipal Park

Buildings With Highest Flood Risk - 2030

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 6.1 ft B: 4.7 ft C: 11.3 ft D: 11.0 ft E: 6.7 ft F: 10.8 ft G: 7.5 ft H: 5.3 ft I: 4.3 ft

Perry Street

Dun can Stre et

Had ley Stre et

Existing Shoreline

PHASE 4

PHASE 3

SEGMENT 3

Proposed Onroad River Walk Extension

ood / ustiano Food / Lustiano F L g g Star Platin Star Platin

SEGMENT 9

SEGMENT 3

SEGMENT 2

SEGMENT 1

River Walk Follows Existing Path + Driveway

Covell Str eet

H SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 3

SEGMENT 2

SEGMENT 1

1,000

SEGMENT 1 750

Proposed River Walk Path

Americ Enginee Fabri Whaler’s P

Belleville Avenue Darn It! Inc.

PHASE 1

PHASE 4

Whaler’s P

BROOKLAWN PARK

Kearsarge Street

EXPANDED ECOLOGICAL RESTORATION ZONE

PHASE 2

SEGMENT 1 500

Hatc h Stre et

US Party Nashawena Company East Mills

River Bank Lofts Powder Pro

SEGMENT 6

SEGMENT 5

SEGMENT 4

CANOE LAUNCH SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

250

Cli ffor d Str eet

et Ba te s St re

Ro ad

Street TIEDesautels INTO EXISTING PATH NETWORK

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

Cen tral Ave nue

Be lle vi lle

St re et

tr ee t H e al y S

PHASE 4

Feet

Irving ton Cour t

St re et

verside

Victoria Ri

Eu ge ni a

M an om et

American Engineered Fabrics

St re et

W hi tm an

ad Na sh Ro

Ti nk ha m

St re et

Buildings With Highest Flood Risk - 2050

Me rril l Str eet Hope Street

Ave nu

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

Av en ue

Ha th aw ay

tr ee t E ar le S

od / Lustiano Fong Star Plati

tr ee t D avis S

Taco Bell

Sawyer Street Facility / Jacobs Engineering Work Zone

eville

M ad ei ra

Sawyer Street Facility / Jacobs Engineering Work Zone

Th Rope e works

Taco Bell

St re et

ve nu e C of fin A

Co lle tte

en ue Ph ill ip s Av

St re et

sket

tba arke

Bell

Str eet

RIVERSIDE PARK

Th Rope e works Sawyer Street Facility / Jacobs Engineering Work Zone

RIVERSIDE PARK

re et ch el l St

Building to be Removed

nue

re et De an e St

Bu lla rd

Belleville Avenue

Proposed Onroad River Walk Extension

t St re et No rth Fr on

ee t N ye S tr

St re et

tr ee t H ol ly S

reet Sawyer St

re et Be et le St

Taco Bell

Ta llm an

ing tonHighest Flood Risk - 2030 ArlWith Buildings

t Qu er y St ree

ket

as rketb

S tr ee t

Municipal Park

eet

1,000

River Walk Follows Existing Path + Driveway

Irvin gton Stre et

750

Gateways and Promontories

Pri nce ton Str eet

500

Existing Shoreline

Sh aw Str ee t

250

Proposed River Walk Path

re et Gl en no n St

Feet

e nu e

ve nu e o ff in A ve nu e Co ff in A C

h ville Avenue Rope eBellePLAN PHASE 4 DETAIL w t Figure k14: Phase 4 Detail Plan ork e etb Mark

ee t

tr ee t

re e t

S tre e t

yer Street

t tl e St re e

t r e e t 14 c h e l l SFIGURE

RIVERSIDE PARK

6.4

Phase 4 Segments Included:

1, 2, 3

Description: (limits, length)

Phase 4 extends 3,075 feet (0.58 miles) from Veteranâ&#x20AC;&#x2122;s Memorial Drive to Coffin Avenue. Includes re-use of trails within Riverside Park and 860 feet along Coffin Avenue.

Challenges:

Sawyer Street Facility occupied until at least 2026 Wetland band at riverâ&#x20AC;&#x2122;s edge Extended flood area at Riverside Park and Coffin Avenue in 2050.

Opportunities:

Canoe Ramp at boundary of Segment 1 and 2. Sawyer Street facility, once available, 7.5 acres for ecological restoration or passive recreation. The whole city-owned parcel could become a park that expands Riverside Park or a portion of the parcel could become a park and an amenity for future development. This property has the potential to play a role in serving as part of a modest buffer to rising sea levels.

Permitting Requirements:

ENF, Chapter 91 License, WPA Order of Conditions, Chapter 254 Historic Review, Coastal Zone Management - Federal Consistency Review

Conceptual Cost:

River Walk: Ecological Restoration: Gateways:

$1,064,000 $3,494,000 $674,000

Total:

$5,232,000

TO BROOKLAWN Buildings With Highest Flood Risk - 2050 Building to be Removed Kearsar ge Street

Proposed Onroad River Walk Extension

100

S tr ee t

Ave hnet Acus

PARK

nue

Woo d Stre et Howard Av nue

Perry Street

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

SEGMENT 12

Proposed River Walk Path

Precix / Acushnet Rubber

PHASE 5

Approximate Elevations A: 4.5 ft B: 7.2 ft C: 4.5 ft D: 5.8 ft

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 12

OVERLOOK + PIER

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 10

SEGMENT 12

SEGMENT 11

Former Aerovox Site

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

River Road

Darn It! Inc.

Acushnet Company / Titleist

Powder Pro

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

1,000

Dun can Stre et

Belleville Avenue US Party Nashawena Company East Mills

CTS

SEGMENT 10

750

Had ley Stre et

verside

Victoria Ri

BROOKLAWN PARK

Kearsarge Street

River Bank Lofts

St re et

American Engineered Fabrics

500

Sy lvi a St ree t

PHASE 2

SEGMENT 10

SEGMENT 9

250

Covell Str eet

M an om et

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

PHASE 3

Irving ton Cour t

Hatc h Stre et

tr ee t H e al y S

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

Feet

Cli ffor d Str eet

Precix / Acushnet Rubber

et Ba te s St re

Ro ad

St re et

Me rril l Str eet

Hope Street

Ave nu

Cen tral Ave nue

Be lle vi lle

Eu ge ni a

W hi tm an

St re et

River Road

ad Na sh Ro

EXPANDED ECOLOGICAL RESTORATION ZONE

Desautels Street

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

Ti nk ha m

Former Aerovox Site

eville

St re et

Bell

Av en ue

Ha th aw ay

Sawyer Street Facility / Jacobs Engineering Work Zone

od / Lustiano Fong Star Plati

Th Rope e works

tr ee t E ar le S

Taco Bell

tr ee t D avis S

St re et

sket

tba arke

ve nu e C of fin A

RIVERSIDE PARK

re et ch el l St

Co lle tte

en ue Ph ill ip s Av

Acushnet Company / Titleist

St re et

re et De an e St

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr ee t H ol ly S

reet Sawyer St

re et Be et le St

Belleville Avenue

M ad ei ra

t Qu er y St ree

t St re et No rth Fr on

Darn It! Inc.

Co nco rd Str eet

TO RIVERS END PARK

Belleville Avenue

S tr ee t

Irvin gton Stre et

B ee tle

1,000

Str eet

ing tonHighest Flood Risk - 2030 ArlWith Buildings Pri nce ton Str eet

750

Municipal Park

Brooklaw n Court

500

River Walk Follows Existing Path + Driveway

Gateways and Promontories

Sh aw Str ee t

250

Existing Shoreline

re et Gl en no n St

Feet

Proposed River Walk Path

How ard Av nue

PHASE 5 DETAIL PLAN Figure 15: Phase 5 Detail Plan

Perry Stree t

D un ca n S tr ee t

H a dl e y S tr e e t

tr e e t

S tr ee t FIGURE 15

CTS

P Im S

6.5

Phase 5 Segments Included:

11 (the former Aerovox property)

Description: (limits, length)

Phase 5 extends 1,270 (0.24 miles) from Hadley Street to Precix at the former Aerovox site.

Challenges:

Date of availability is unknown as Aerovox site clean-up continues. Site within extended flood area in 2050.

Opportunities:

Once clean-up is complete, the City-owned, approximately 9.0 site presents a substantial opportunity for accessible public ecological/recreational facilities.

Permitting Requirements:

ENF, Chapter 91 License, WPA Order of Conditions, Chapter 254 Historic Review, USACE Section 404 Permit, Coastal Zone Management - Federal Consistency Review

Conceptual Cost:

River Walk: Ecological Restoration: Gateways:

$701,000 $6,037,000 $488,000

Total:

$7,226,000

7.0 RECOMMENDED NEXT STEPS Recommended tasks to advance the development of the River Walk are presented below. These steps would allow the City to obtain information needed to advance the River Walk into the design and permitting phase.

consultants, including a coastal engineer to design an appropriate approach for the river’s edge. • Develop conceptual level (10%) design of all River Walk segments to support environmental impact analysis required for MEPA planning documents by Consultant team. Update planting list to reflect planting that occurs on the shoreline, as well as in upland areas. • Consultant team LSP conducts hazardous materials review:

• Complete topographic and property line surveys and • • • • •

•

• • • •

delineate wetland resources after the EPA finishes the shoreline cleanup. Update sea level rise and storm surge projections and flood maps from Woods Hole Group if the above step takes 5 years or more from the date of the publishing of this report. Perform a shoreline inventory with the help of a coastal engineer. Choose a coastal stabilization strategy that accounts for the resiliency goals of the entire length of the Riverfront neighborhood. Choose a stormwater infiltration strategy that accounts for the resiliency goals of the entire length of the Riverfront neighborhood. Reach consensus on River Walk alignment, elevation, and width (through coordination with pertinent City Departments, the New Bedford Harbor Trustees Council, MassDEP, and the Executive Office of Energy and Environmental Affairs). Select a target trail elevation that will increase the likelihood of a 30-year design life of trail (or to relevant projection year, as updated projections indicate) and provide additional flood protection for adjacent properties up to 2050 based on MC-FRM data. Increase square footage of ecological restoration areas, as feasible. Engage the Woods Hole Group to evaluate the impact of raising the elevation of the River Walk on future flood inundation. Acquire the right-of-way (temporary and permanent easements). Enlist the help of engineering, design, and permitting

» Complete in-depth review of existing RTNs and other

potential hazardous material site conditions. Use EDR report acquired for this study and acquire additional EDR information as needed. Examine information related to the presence and type of hazardous materials in portions of the River Walk outside of EPA work zones to determine construction and soil management needs. Conduct soil analytical testing to characterize soils in areas of unknown soil quality in anticipation of Health and Safety protocol and potential disposal requirements prior to any significant earth moving activities. Establish design requirements that consider future use of the River Walk for recreational activities regarding potential exposures of OHM by its users. Where soils will be exposed for passive recreational activities, place three (3.0) feet’ of clean fill over geotextile fabric. If a more sophisticated geotextile fabric with a marker barrier is used, then it may be possible to overly that with two (2.0) feet of clean fill instead of three (3.0) feet. Review proposed construction areas in detail relative to existing disposal sites and site history in order to determine an appropriate soil sampling strategy to address soil management and future risk considerations.

• Prepare and file MEPA Environmental Notification Form

(ENF) for entire River Walk corridor.

• Identify funding sources for trail design, permitting and

construction.

TABLE 4

SUMMARY OF TRAIL SEGMENTS - OPPORTUNITIES AND CHAL

Phase 2

Phase I

PHASE

EXISTING LANDMARKS / FEATURES OF NOTE

STATUS OF RIVER REMEDIATION

TRAIL SEGMENT

TRAIL LIMITS

LENGTH

Manomet Street to north end of Cliftex Building property

650

Cliftex and Powder Pro Coatings Buildings

Scheduled for 2024 Completion

• 3 parcels (total foundations an buildings • Extended 2050 • Wetlands at riv

North end of Cliftex Bldg property to Belleville Road

160 (plus re-use of 510 feet of existing walkway)

Riverbank Lofts

Scheduled for 2023 Completion

• 0.25 acre found structure • Extended 2050 • Wetlands at riv

Belleville Road to Hatch Street St. (270 feet)

240 (plus re-use of 90 feet of existing walkway)

Nashawena Mills. Smokestack

Scheduled for 2023 Completion

• Limited space a smokestack

North end of Segment 8 to Hatch Street to Hadley Street (925 feet)

1,030

Darn it!

Scheduled for 2023 Completion

• Larger single-s edge • Extended 2050 • Wetlands at riv

Coffin Avenue to Sawtooth Building property northern boundary

591

Sawtooth Building (to be removed by 2022)

Scheduled for 2024 Completion

• Narrow edge be Fabrics building • Extended 2050

North end of Segment 4 to Manomet Street (680 feet)

680

Victoria Riverside

Scheduled for 2024 Completion

• Limited space a parking area an

(feet)

CHAL

by funds managed by the New Bedford Harbor Trustees Council. Ecological restoration was calculated at an average of $8/square foot. 4 Costs of the ‘River Walk Gateway’ features were developed for the 2015 New Bedford Riverwalk Planning and Design Feasibility Study. The costs of the gateway features provided in that study were inflated 4% annually to the 2020 base year. An additional 15% of the construction cost was added to account for planning, permitting, and engineering design. 5 Area of ecological restoration as described in the “Acushnet River Upland

1 River Walk costs assume 10-foot trail width, 2-foot of shoulder on each side, 12-inch depth of subbase and asphalt surface (no haul road in place). Costs escalated 4% annually to phase construction year. 2 Phase year indicates one year after the EPA hazardous material remediation of the Acushnet River and intertidal area is scheduled to be complete. This allows one year for the design, permitting, and contractor procurement of the River Walk and associated features. 3 Cost of ecological restoration areas (or portions thereof) may be provided

LLENGES - PRESENTED IN SEQUENTIAL ORDER BY PHASE

LLENGES

l 0.6 acres) containing nd single-story

OPPORTUNITIES / POTENTIAL FEATURES

COST1 (PHASE YEAR)2 RIVER WALK

ECOLOGICAL RESOTRATION3 NB Trustees5

Additional Areas

RIVER WALK GATEWAYS4

TOTAL6

• Existing building within mostly undeveloped 2.9 acre parcel east of Cliftex could be combined with adjacent 0.6 acre parcel for recreation or ecological features.

$272,000 (2024)

$301,000

$360,000

$942,000

• 1.2 acres of upland potentially available for recreation or ecological features

$78,000 (2024)

$84,000

$246,000

• Existing u-shaped trail can be reused • Smokestack is an interesting destination / feature

$103,000 (2024)

$45,000

$148,000

• 2.0 acres of potential recreation / flood storage

$431,000 (2024)

$891,000

$560,000

$1,882,000

etween American Eng. g and river 0 flood area

• Area of removed Sawtooth Building may be combined with existing City-owned parking area behind the Sawtooth Building and Victoria Riverside (Segment 5)

$257,000 (2025)

$18,000

$193,000

$579,000 (2 locations)

$1,047,000

available between nd river

• Undeveloped land at south end of segment could be combined with Segment 4 area for recreation or ecological features

$296,000 (2025)

$144,000

$463,000

$903,000

0 flood area ver’s edge

dation/flood protection

0 flood area ver’s edge

available in front of

story building at river’s

0 flood area ver’s edge

Restoration” report based on the assumption that the area to be planted is contained within a 25-foot offset from the top of bank throughout the length of the project. 6 Exclusions: These conceptual cost estimates do not include the cost of ancillary features such as a canoe launch, overlook/pier, etc. Before a canoe launch or pier can be designed, permitted or constructed, the City of New Bedford will need to determine whether the Acushnet River can be used safely by the public. Other items that are not accounted for at

this time: disposal costs of contaminated soils, fill in capped contamination areas, and shoreline stabilization (shoreline stabilization needs will need to be determined on a site by site basis in the site investigation stage with the help of a coastal engineer. In some cases, no stabilization may be required.)

Table 4: Summary of Trail Segments - Opportunities and Challenges - Presented in Sequential Order by Phase (continued)

n/a

Phase 5

Phase 4

Phase 3

PHASE

EXISTING LANDMARKS / FEATURES OF NOTE

STATUS OF RIVER REMEDIATION

TRAIL SEGMENT

TRAIL LIMITS

LENGTH

Hatch Street to Hadley Street (760 feet)

740

Titleist

Scheduled for 2023 Completion

• Large fenced p • Portions of fen require relocati

Veteran’s Memorial Way to Sawyer Street

545

Market Basket Parking Lot

Complete

• Wetlands at riv

Sawyer Street to Riverside Park

1,120

EPA Sawyer Street Facility

Scheduled for 2026 Completion

• Wetlands at riv

Sawyer Street to Coffin Avenue

550 (plus 860 feet of Coffin Avenue)

Riverside Park at Pierce Mill Cove

Complete

• Portions of exis Avenue in exten

Hadley Street to Precix

1,490

Former Aerovox Site

Completion TBD

• Date of availab • Extended 2050

Precix to Sylvia Street

(feet)

CHAL

Due to site constraints, no River W

LLENGES

OPPORTUNITIES / POTENTIAL FEATURES

COST1 (PHASE YEAR)2 RIVER WALK

ECOLOGICAL RESOTRATION3 NB Trustees5

Additional Areas

RIVER WALK GATEWAYS4

TOTAL6

parking lot nced area would likely ion

• Minor loss of paved area (0.1 acre) could open continuous 1.6 acres recreation or ecological features

$335,000 (2026)

$431,000

$766,000

ver’s edge

• Canoe ramp at Segment 1 and 2 boundary (existing boat ramp in place)

$258,000 (2027)

$71,000

$674,000 (2 locations)

$1,003,000

ver’s edge

• Once available, 7.75 acrew potential for redevelopment, recreation, or ecological features

$527,000 (2027)

$761,000

$2,123,000

$3,411,000

sting trail and Coffin nded 2050 flood area

• Coffin Street enhancements • Overlook / pier

$279,000 (2027)

$539,000

$818,000

• 9.0 acre site for recreation or ecological restoration • Overlook / pier

$701,000 (2027)

$41,000

$5,996,000

$488,000

$7,226,000

$8,765,000

$2,764,000

bility unknown 0 flood area

Walk proposed. River Walk would terminate at north end of former Aerovox site (Segment 11)

TOTAL $3,537,000

$3,326,000

$18,392,000

8.0 CONCLUSION As described in this Feasibility Study Update, the anticipated future completion of the remediation of the Acushnet River and the adjacent intertidal area has led the City of New Bedford to plan for public enhancements to the shoreline area of the upper Acushnet, including the River Walk. The River Walk will serve as the culmination of the Cityâ&#x20AC;&#x2122;s efforts to restore the Acushnet River and its adjacent shoreline into a safe and positive community amenity, encouraging passive recreational opportunities along the banks of the Acushnet River for city residents and visitors. The River Walk project is

an opportunity to construct a linear park that will offer more access to the Cityâ&#x20AC;&#x2122;s waterfront and may offer a short-term benefit in the form of a modest buffer to rising sea levels. While substantial work remains to turn this vision into reality, the dedication and long-term vision of the City of New Bedford and their partners, including the New Bedford Harbor Trustees Council, the U.S. EPA, MA EEA, and MassDEP, provides confidence that someday soon, the New Bedford River Walk will be completed and available for everyone to enjoy.

APPENDIX APPENDIX A

REPORT MAPS

APPENDIX B

CONCEPTUAL COST ESTIMATES

APPENDIX C

ACUSHNET RIVER UPLAND RIPARIAN RESTORATION PROJECT

APPENDIX D

UPPER HARBOR REMEDIATION STATUS (2019)

APPENDIX A

REPORT FIGURES FIGURE 1

OVERALL CONCEPT PLAN - RIVER WALK ALIGNMENT AND POTENTIAL PUBLIC AMENITIES

FIGURE 2

REGIONAL CONTEXT AND STUDY AREA

FIGURE 3

RIVER WALK PARCELS AND YEAR BUILT

FIGURE 4

EXISTING ENVIRONMENTAL RESOURCES

FIGURE 5

FEMA FLOODPLAIN

FIGURE 6

HISTORIC RESOURCES

FIGURE 7

EPA REMEDIATION ZONES, SCHEDULE, AND PROPOSED PHASING

FIGURE 8

HAZARDOUS MATERIAL SITES - DEP RELEASE TRACKING NUMBERS

FIGURE 9

MA-FRM PROBABILITY OF INUNDATION (2030, 2050, 2070)

FIGURE 9A

MA-FRM PROBABILITY OF INUNDATION 2030

FIGURE 9B

MA-FRM PROBABILITY OF INUNDATION 2050

FIGURE 9C

MA-FRM PROBABILITY OF INUNDATION 2070

FIGURE 10

MA-FRM FLOOD DEPTH FOR 1% ANNUAL FLOOD (100-YEAR FLOOD EVENT) (2030, 2050, 2070)

FIGURE 10A

MA-FRM FLOOD DEPTH FOR 1% ANNUAL FLOOD (100-YEAR FLOOD EVENT) 2030

FIGURE 10B

MA-FRM FLOOD DEPTH FOR 1% ANNUAL FLOOD (100-YEAR FLOOD EVENT) 2050

FIGURE 10C

MA-FRM FLOOD DEPTH FOR 1% ANNUAL FLOOD (100-YEAR FLOOD EVENT) 2070

FIGURE 11

PHASE 1 DETAIL PLAN

FIGURE 12

PHASE 2 DETAIL PLAN

FIGURE 13

PHASE 3 DETAIL PLAN

FIGURE 14

PHASE 4 DETAIL PLAN

FIGURE 15

PHASE 5 DETAIL PLAN

W h it m a n

Ave n u e

S tr e e t

M a d e ir a

ad N a sh R o

tr e e t E a rl e S

tr e e t D a vis S

S tr e e t

ue TIE INTO EXISTING Aven hnet s u c A PATH NETWORK

C o ll e tt e

ve nu e P h il li p s A

tr e e t De an e S

B u ll a rd

eet N y e S tr

T a ll m a n

tr e e t H o ll y S

r Street SSaw tryeee t B e e tl e

Bentley Street tr e e t B e e tl e S

S tr e e t

ad N a sh R o

Hope Stree t Ave n u e

T in k h a m

H a th a w a

y S tr e e t

S tr e e t

De EXPANDED ECOLOGIC RESTORATION ZON

Man o me

t S tr e e t

ood Lustiano F g Star Platin

AmericanPUBLIC PARKING, iverside PLAZA, Victoria R Engineered AND EXPANDED ECOLOGICAL Fabrics

RESTORATION ZONE

Powder Pro

EXPANDED E RESTORAT

erside

iv Victoria R

OVERLOOK + PIER SEGMENT 6

WEST ZONE 4 Anticipated Completio Subject to EPA Fun

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

PHASE 2

SAWYER STREET FACILITY OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

LEGEND Proposed River Walk Path

250

500

750

1,000

SEGMENT 6

BUILDING TO BE REMOVED PHASE 2

SEGMENT 7

SEGMENT 6

SEGMENT 4

SEGMENT 5

Engineered Fabrics

CLIFTEX Corp.

t S tr e e t

SEGMENT 5

ood / Lustiano F g Star Platin

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

EXPANDED ECOLOGICAL RESTORATION ZONE

Assisted Living

Man o me

Whaler’s Place

PHASE 4

Feet

HopeR

Riverside Avenue

PHASE 4

PLANNED EPA REMEDIATION SEQUENCE

M a d e ir a

BUILDING TO BE REMOVED Whaler’s Care

7-Eleven

PLANNED EPA REMEDIATION SEQUENCE

Bell Avenue Riverside ev Whaler’s Care ille Ave CLIFTEX Corp. nue Assisted Living

Whaler’s Place

SAWYER STREET FACILITY OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

T in k h a m

ve nu e C o ff in A

RIVERSIDE PARK

Sawyer Street EXPANDED ECOLOGICAL Facility / Jacobs RESTORATION ZONE Engineering Work Zone

CANOE LAUNCH

enu

eet y S tr e e t E a rl e S tr

tr e e t D a vis S

S tr e e t

e Av

OVERLOOK + PIER American

SEGMENT 1

Cogge shall Street

evill

PUBLIC PARKING, PLAZA, AND EXPANDED ECOLOGICAL RESTORATION ZONE

7-Eleven

Taco Bell

C o ll e tt e

ve nu e P h il li p s A

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

eet N y e S tr

Cogge shall Street

Sawyer Street Facility / Jacobs Engineering Work Zone Taco Bellit c h e ll S tr e e t M Th P Rope e works t e k s etba Mark

Bell

TIE INTO EXISTING PATH NETWORK

Belleville Avenue

CANOE LAUNCH

H a th a w a

S tr e e t

tr e e t H o ll y S

treet Sawyer S

tr e e t B e e tl e S

ket

Th Rope e works

T a ll m a n

RIVERSIDE PARK

tbas

e Mark

n t S tr e e t N o rt h F ro

Belleville Avenue

S tr e e t H o w a rd S tr e e t M it c h e ll

S tr e e t

Figure 1: Overall Concept Plan - River Walk Alignment and Potential Public A

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path

Anticip Sub

Brooklawn Street

Wood Street

Brooklawn Court

Sylv ia Stre et Howa rd Avenu e

Perry Street

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 12

Buildings With Highest Flood Risk - 2030

Building to be Removed

Buildings With Highest Flood Risk - 2050

WEST ZONE 1 Anticipated Completion 2020

Wood Street

Sylv ia Stre et

SEGMENT 12

Precix / Acushnet Rubber

Municipal Park

WEST ZONE 1 Anticipated Completion 2020

AEROVOX SITE NOW OWNED BY CITY OF NEW BEDFORD Anticipated Completion TBD

Gateways and Promontories

OVERLOOK + PIER CTS

SEGMENT 11

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding

END

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

PHASE 5

Existing Shoreline

River Road

AEROVOX SITE NOW OWNED BY CITY OF NEW BEDFORD Anticipated Completion TBD

PHASE 3

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

SEGMENT 12

WEST ZONE 4 pated Completion 2024 bject to EPA Funding

CTS

Former Aerovox Site

SEGMENT 11

PHASE 1

PARK

PHASE 5

SEGMENT 10

SEGMENT 9

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

OVERLOOK + TO PIER RIVERS

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

4 on 2024 nding

Darn It! Inc.

Acushnet Company / Titleist

Powder Pro

Brooklawn Court

Perry Street

Precix / Acushnet Rubber Du nc an St ree t River Road

Acushnet Company / Titleist

Belleville Avenue

River Bank Lofts

Field ing Stree t

TO BROOKLAWN PARK Kearsarge Street

Aerovox Site

POSSIBLE PASSIVE RECREATION AREA US Party Nashawena Company East Mills

Co nd ui t St re et

TO RIVERS END PARK

P ONROAD CONNECTIONS TO NEIGHBORHOODFormer AND PARKS

DRIVEWAY

Sowle Stree t

TO BROOKLAWN BROOKLAWN PARK PARK Kearsarge Street Ha dle y St ree t

Co ve ll St re et

Party FOLLOWS t Lofts RIVER WALK US Stree eRiver Darn It! Inc. Bank Nashawena Company et tr eEast S ly a e EXISTING AND Mills H PATH

Field ing Stree t Edna Stree t

Howa rd Avenu e

Du nc an St ree t

Ha dle y St ree t

Ha tch St ree t

M er ril l St re etRECREATION AREA Belleville Avenue

Desautels Street ECOLOGICAL TION ZONE

ree t

St re et

Irvi ngt on Co urt

ONROAD CONNECTIONS TO NEIGHBORHOOD AND PARKS

POSSIBLE PASSIVE

Co nd ui t St re et eet F e lt o n S tr

BROOKLAWN PARK

Cl iff or d St re et Co ve ll St re et

esautels Street CAL

Ha tch St ree t

S tr e e t

Ro a d

RIVER WALK FOLLOWS ee t e a ly S trAND EXISTINGH PATH DRIVEWAY

et B a te s S tr e

W h it m a n

M er ril l St re et

Irvi ngt on Co et urt Co nc or d St re

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et Q ue ry S tr e Ce ntr al Av en ue

t ee re et

n S tr e e t et B a te s S tr e

oad ll e v il le R

tr e e t u g e n ia S

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Sowle Stree t Ve rn on St re et

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Figure 2: Regional Context and Study Area

BELLEVILLE AVENUE

WOOD STREET

18 " )

õ Å õ Å 1 32

1 32

õ Å ") 1 32

Acushnet River

RIVERSIDE AVENUE

hnet f Achus o n w o T ven f Fairha o n w o T

BELLEVILLE AVENUE

COFFIN AVENUE

SGS, AeroGRID, IGN, and the GIS User Community

± ³

COGGESHALL STREET 15

¦ ¨ § 19 5

0.2 Miles

S tr e e t

Ro a d

T in k h a m

ad N a sh R o

S tr e e t T in k h a m

y S tr e e t

S tr e e t

H a th a w a

Bell evill 105-207 e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. Assisted Living

Powder Pro

105-135 1903

t S tr e e t

Whaler’s Care CLIFTEX Corp. Assisted Living 105-209

Man o me

SEGMENT 6

105-208

105-209

100-118 1919

105192 SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 2

LEGEND Proposed River Walk Path

500

750

Feet

1,000

¸ ¸

250

SEGMENT 7

PHASE 2 100-117

105-183 1925

SEGMENT 6

100-82

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

100-120 1910

American100-118 ria Riverside Victo Engineered Fabrics 1919

t S tr e e t

ood / Lustiano F g Star Platin

100-117

PHASE 4

105 1

100-138 100-123 iverside 1910 1910 Victoria R

Whaler’s Place 100-82

100-120 1910

PHASE 4

Feet

105-1

Hope

Man o me

100-122 1910

American Engineered Fabrics

100-85 1896

93-265

105-135 1903

105-208 Riverside Avenue

100-140 1896

7-Eleven

93-120

ue 105-207d e ir a A v e n105-206 Hope Stree t Ma 1903

Cogge shall Street

93-265

93-120 Sawyer Street

Facility / Jacobs Engineering Work Zone

Taco Bell

tr e e t y S trEe ae rlt e S

100-85 1896

enu

100-123 1910

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

100-140 1896

7-Eleven

93-263

ve nu e C o ff in A

RIVERSIDE PARK

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

e Av

Ave n u e

H a th a w a

100-84 100-138 1910

Belleville Avenue

93-263

evill

tr e e t D a vis S

100-83

Bell

S tr e e t

99-81

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

93-220

eet N y e S tr

T a ll m a n

tr e e t H o ll y S

treet Sawyer S

tr e e t B e e tl e S

aske

etb Mark

Th Rope e works

100-122 1910

C o ll e tt e

S tr e e t M it c h e ll

t e S tr e e

et ro n t S tr e ve nu e P h il li p s A

N o rt h F Figure Parcels and Year Built100-84 e t River Walk e3: Belleville Avenue w a rd S tr

RIVERSIDE PARK

t is S tr e e

100-83

S tr e e t

99-81

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

93-220

M a d e ir a

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

awn Street

Brooklawn Court

Howa rd Avenu e

Co nd ui t St re et

Wood Street

Brooklawn Court

116-67 1914

Field ing Stree t

Sylv ia Stre et Howa rd Avenu e

Perry Street

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 12

CTS

Wood Street

Sylv ia Stre et

Former Aerovox Site SEGMENT 11

SEGMENT 11

SEGMENT 10

PHASE 3

111-160

1903

SEGMENT 9

PHASE 105-170 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

111-152

111-155 1903

CTS

Precix / Acushnet Rubber

112-252

River Road

111-160

Perry Street

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Powder Pro

105-170 1903

112-88

Kearsarge Street

Belleville Avenue

111-152

111-155 River Bank Lofts 1903

112-133 Former Aerovox 1903 Site

111-146 1903

116-67 1914

Precix / Acushnet Rubber Du nc an St ree t River Road

111-99 1984

Desautels Street

112-88

Ha dle y St ree t

105-181

Belleville Avenue Darn It! Inc.

Du nc an St ree t

H Nashawena Company East Mills

River Bank Lofts

Stree t Field ing StreeEdna t

BROOKLAWN PARK

Kearsarge Street

Acushnet Company / Titleist

111-98 tr e e t 1909 ly S Party e aUS

Irvi ngt on Co urt

112-133 1903

M er ril l St re et

Sowle Stree t

t ve ll St re et Ha dle y St reeCo

5-206 e Stree t 1903

BROOKLAWN PARK

Ha tch St ree t

111-146 1903

esautels Street

Cl iff or d St re et Co ve ll St re et

111-99 1984

Ha tch St ree t

et B a te s S tr e

Ro a d

111-98 tr e e t e a ly S1909

S tr e e t

181

-183 25

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

M er ril l St re et

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

PHASE 5 112-252

Municipal Park

City-Owned Parcel

Building to be Removed

Parcels Requiring An Easement

Existing Shoreline

Parcel Boundary

Municipal Park

City-Owned Parcel

SEGMENT 12

Parcel Boundary

SEGMENT 12

Existing Shoreline

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

PHASE 1

PHASE 5

Source: City of New Bedford Assessors Database 69

T in k h a m

y S tr e e t

S tr e e t

H a th a w a

Hope

R Powder Pro

t S tr e e t

iverside Victoria R

American Engineered Fabrics

Man o me

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place American Engineered Fabrics

SEGMENT 6

PHASE 2 SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

PHASE 2

LEGEND Proposed River Walk Path

250

500

750

Feet

1,000

¸ ¸

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

erside

iv Victoria R

t S tr e e t

ood / Lustiano F g Star Platin

7-Eleven

Feet

Cogge shall Street

Sawyer Street Facility / Jacobs Engineering Work Zone

Taco Bell

Man o me

7-Eleven

enue A v Hope Stree t

Bell evill e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

ve nu e C o ff in A

RIVERSIDE PARK

ad N a sh R o

M a d e ir a

Belleville Avenue

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

S tr e e t

enu

Ro a d

T in k h a m

e Av

tr e e t y S trEe ae rlt e S

S tr e e t

evill

Ave n u e

H a th a w a

Bell

tr e e t D a vis S

C o ll e tt e

ve nu e P h il li p s A

S tr e e t

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

eet N y e S tr

T a ll m a n

Th Rope e works

tr e e t H o ll y S

treet Sawyer S

sket

etba

Mark

tr e e t B e e tl e S

S tr e e t M it c h e ll

t e S tr e e

et ro n t S tr e

RIVERSIDE PARK

t is S tr e e

S tr e e t

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

Figure Environmental Resources N o rt h F e t Existingle Ave e4: nue Bellevil w a rd S tr

M a d e ir a

awn Street

Wood Street

Brooklawn Court

Sylv ia Stre et Howa rd Avenu e

Wood Street

Sylv ia Stre et

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

Wetlands

SEGMENT 12

Municipal Park

SEGMENT 12

Existing Shoreline

Brooklawn Court

Chapter 91 Jurisdiction

SEGMENT 12

Building to be Removed

Precix / Acushnet Rubber

Beach / Dune

Field ing Stree t

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

CTS

SEGMENT 11

Municipal Park

SEGMENT 12

Wetlands

SEGMENT 11

SEGMENT 10

SEGMENT 9

PHASE 3

Existing Shoreline

Co nd ui t St re et

PHASE 5

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

PHASE 1

Former Aerovox Site SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

CTS

Perry Street

Kearsarge Street

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Howa rd Avenu e

Former Aerovox Site

Belleville Avenue River Bank Lofts

Perry Street

Desautels Street

Kearsarge Street Precix / Acushnet Rubber Du nc an St ree t River Road

Belleville Avenue Darn It! Inc.

Stree t Field ing StreeEdna t

BROOKLAWN PARK

Ha dle y St ree t

River Bank Lofts

Irvi ngt on Co urt

Acushnet Company / Titleist

tr e e t ly S Party H e aUS Nashawena Company East Mills

Du nc an St ree t

M er ril l St re et

Sowle Stree t

Ha tch St ree t

esautels Street

e Stree t

BROOKLAWN PARK

t ve ll St re et Ha dle y St reeCo

Cl iff or d St re et Co ve ll St re et

Ha tch St ree t

et B a te s S tr e

Ro a d

S tr e e t

H e a ly

S tr e e t

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

M er ril l St re et

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

PHASE 5

Source: MassDEP Wetlands GIS Dataset and Tidelands Jurisdiction Datalayer

Beach / Dune

T in k h a m

y S tr e e t

S tr e e t

H a th a w a

Hope

R Powder Pro

t S tr e e t

iverside Victoria R

American Engineered Fabrics

Man o me

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place American Engineered Fabrics

SEGMENT 6

PHASE 2 SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

PHASE 2

LEGEND Proposed River Walk Path

250

500

750

Feet

1,000

¸ ¸

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

erside

iv Victoria R

t S tr e e t

ood / Lustiano F g Star Platin

7-Eleven

Feet

Cogge shall Street

Sawyer Street Facility / Jacobs Engineering Work Zone

Taco Bell

Man o me

7-Eleven

enue A v Hope Stree t

Bell evill e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

ve nu e C o ff in A

RIVERSIDE PARK

ad N a sh R o

M a d e ir a

Belleville Avenue

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

S tr e e t

enu

Ro a d

T in k h a m

e Av

tr e e t y S trEe ae rlt e S

S tr e e t

evill

tr e e t D a vis S

C o ll e tt e

Bell

Ave n u e

H a th a w a

t e S tr e e

t is S tr e e

S tr e e t

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

eet N y e S tr

T a ll m a n

tr e e t H o ll y S

treet Sawyer S

tr e e t B e e tl e S

sket

etba

Mark

RIVERSIDE PARK

ve nu e P h il li p s A

Th Rope e works

S tr e e t

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

n t S tr e e t N o rt h F ro

Figure e t FEMA Floodplain e5: Belleville Avenue w a rd S tr S tr e e t M it c h e ll

M a d e ir a

awn Street

Brooklawn Court

Co nd ui t St re et

Field ing Stree t

Wood Street

Brooklawn Court

Sylv ia Stre et Howa rd Avenu e

CTS

Wood Street

Sylv ia Stre et

SEGMENT 12

Precix / Acushnet Rubber

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

PHASE 5 SEGMENT 12

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

PHASE 1

CTS

Former Aerovox Site SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

Perry Street

Kearsarge Street

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Howa rd Avenu e

Former Aerovox Site

Belleville Avenue River Bank Lofts

Perry Street

Desautels Street

Kearsarge Street Precix / Acushnet Rubber Du nc an St ree t River Road

Belleville Avenue Darn It! Inc.

Stree t Field ing StreeEdna t

BROOKLAWN PARK

Ha dle y St ree t

River Bank Lofts

Irvi ngt on Co urt

Acushnet Company / Titleist

tr e e t ly S Party H e aUS Nashawena Company East Mills

Du nc an St ree t

M er ril l St re et

Sowle Stree t

Ha tch St ree t

esautels Street

e Stree t

BROOKLAWN PARK

t ve ll St re et Ha dle y St reeCo

Cl iff or d St re et Co ve ll St re et

Ha tch St ree t

et B a te s S tr e

Ro a d

S tr e e t

H e a ly

S tr e e t

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

M er ril l St re et

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

PHASE 5

Existing Shoreline

AE: 1% Annual Chance of Flooding, with BFE

Municipal Park

X: Reduced Flood Risk due to Levee

Building to be Removed Existing Shoreline

AE: 1% Annual Chance of Flooding, with BFE

Municipal Park

X: Reduced Flood 73 Risk due to Levee

Source: FEMA National Flood Hazard Layer GIS Dataset

T in k h a m

y S tr e e t

S tr e e t

H a th a w a

Hope

R Powder Pro

t S tr e e t

iverside Victoria R

American Engineered Fabrics

Man o me

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place American Engineered Fabrics

SEGMENT 6

PHASE 2 SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

PHASE 2

LEGEND Proposed River Walk Path

250

500

750

Feet

1,000

¸ ¸

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

erside

iv Victoria R

t S tr e e t

ood / Lustiano F g Star Platin

7-Eleven

Feet

Cogge shall Street

Sawyer Street Facility / Jacobs Engineering Work Zone

Taco Bell

Man o me

7-Eleven

enue A v Hope Stree t

Bell evill e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

ve nu e C o ff in A

RIVERSIDE PARK

ad N a sh R o

M a d e ir a

Belleville Avenue

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

S tr e e t

enu

Ro a d

T in k h a m

e Av

tr e e t y S trEe ae rlt e S

S tr e e t

evill

tr e e t D a vis S

C o ll e tt e

Bell

Ave n u e

H a th a w a

t e S tr e e

t is S tr e e

S tr e e t

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

eet N y e S tr

T a ll m a n

tr e e t H o ll y S

treet Sawyer S

tr e e t B e e tl e S

sket

etba

Mark

RIVERSIDE PARK

ve nu e P h il li p s A

Th Rope e works

S tr e e t

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

n t S tr e e t N o rt h F ro

Figure Resources e t Historicle Ave e6: nue Bellevil w a rd S tr S tr e e t M it c h e ll

M a d e ir a

awn Street

Brooklawn Court

Co nd ui t St re et

Field ing Stree t

Wood Street

Brooklawn Court

Sylv ia Stre et Howa rd Avenu e

CTS

Wood Street

Sylv ia Stre et

SEGMENT 12

Precix / Acushnet Rubber

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

PHASE 5 SEGMENT 12

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

PHASE 1

Former Aerovox Site SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

CTS

Perry Street

Kearsarge Street

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Howa rd Avenu e

Former Aerovox Site

Belleville Avenue River Bank Lofts

Perry Street

Desautels Street

Kearsarge Street Precix / Acushnet Rubber Du nc an St ree t River Road

Belleville Avenue Darn It! Inc.

Stree t Field ing StreeEdna t

BROOKLAWN PARK

Ha dle y St ree t

River Bank Lofts

Irvi ngt on Co urt

Acushnet Company / Titleist

tr e e t ly S Party H e aUS Nashawena Company East Mills

Du nc an St ree t

M er ril l St re et

Sowle Stree t

Ha tch St ree t

esautels Street

e Stree t

BROOKLAWN PARK

t ve ll St re et Ha dle y St reeCo

Cl iff or d St re et Co ve ll St re et

Ha tch St ree t

et B a te s S tr e

Ro a d

S tr e e t

H e a ly

S tr e e t

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

M er ril l St re et

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

PHASE 5

Existing Shoreline

National Register of Historic Places

Municipal Park

MHC Inventoried Property

Building to be Removed

National Register of Historic Places Historic District

Existing Shoreline

National Register of Historic Places

Municipal Park

MHC Inventoried Property 75

Source: MHC GIS Dataset

S tr e e t

T in k h a m

et ro n t S tr e

Ro a d

Ave n u e

H a th a w a

t e S tr e e

t is S tr e e

S tr e e t

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

M a d e ir a

T in k h a m S tr e e t

y S tr e e t

Hope

Man o me

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place American Engineered Fabrics

SEGMENT 6

PHASE 2 SEGMENT 6

PHASE 4

SEGMENT 5

SEGMENT 4

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

SAWYER STREET FACILITY OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

WEST ZONE 4 Anticipated Completio Subject to EPA Fun

PHASE 2

SAWYER STREET FACILITY OWNED BY CITY OF NEW BEDFORD Leased to EPA until May 2026

WEST ZONE 5 Anticipated Completion 2024 Subject to EPA Funding

LEGEND Proposed River Walk Path

250

500

750

Feet

1,000

¸ ¸

Feet

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

erside

iv Victoria R

t S tr e e t

ood / Lustiano F g Star Platin

Cogge shall Street

Sawyer Street Facility / Jacobs Engineering Work Zone

PLANNED EPA REMEDIATION SEQUENCE

Powder Pro

t S tr e e t

iverside Victoria R

American Engineered Fabrics

7-Eleven

PLANNED EPA REMEDIATION SEQUENCE

Man o me

7-Eleven

Taco Bell

Bell evill e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

ve nu e C o ff in A

RIVERSIDE PARK

enue A v Hope Stree t

H a th a w a

Belleville Avenue

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

ad N a sh R o

enu

S tr e e t

e Av

tr e e t y S trEe ae rlt e S

evill

tr e e t D a vis S

Bell

S tr e e t

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

eet N y e S tr

T a ll m a n

Th Rope e works

tr e e t H o ll y S

treet Sawyer S

sket

etba

Mark

tr e e t B e e tl e S

S tr e e t M it c h e ll

RIVERSIDE PARK

ve nu e P h il li p s A

C o ll e tt e

h F Figure Zones, Schedule,N o rtand Proposed Phasing e t EPA Remediation e7: Belleville Avenue w a rd S tr

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

Anticip Sub

awn Street

Field ing Stree t

Wood Street

Brooklawn Court

Sylv ia Stre et Howa rd Avenu e

CTS

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

Existing Shoreline 77

SEGMENT 12

Building to be Removed

SEGMENT 12

Municipal Park

SEGMENT 11

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding

WEST ZONE 1 Anticipated Completion 2020

PHASE 5 AEROVOX SITE NOW OWNED BY CITY OF NEW BEDFORD Anticipated Completion TBD

WEST ZONE 1 Anticipated Completion 2020

Wood Street

Sylv ia Stre et

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 12

Precix / Acushnet Rubber

SEGMENT 12

PHASE 3

SEGMENT 11

AEROVOX SITE NOW OWNED BY CITY OF NEW BEDFORD Anticipated Completion TBD

Existing Shoreline

Municipal Park

CTS

Former Aerovox Site SEGMENT 11

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

Co nd ui t St re et

PHASE 5 SEGMENT 10

SEGMENT 9

WEST ZONE 2 Anticipated Completion 2023 Subject to EPA Funding

PHASE 1

WEST ZONE 4 pated Completion 2024 bject to EPA Funding

SEGMENT 10

SEGMENT 9

SEGMENT 8

WEST ZONE 3 Anticipated Completion 2023 Subject to EPA Funding

SEGMENT 11

SEGMENT 10

SEGMENT 9

PHASE 3 SEGMENT 7

SEGMENT 6

SEGMENT 7

4 on 2024 nding

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Brooklawn Court

Kearsarge Street

Perry Street

Former Aerovox Site

Belleville Avenue River Bank Lofts

Howa rd Avenu e

Desautels Street

Perry Street

Kearsarge Street Precix / Acushnet Rubber Du nc an St ree t River Road

Belleville Avenue Darn It! Inc.

Stree t Field ing StreeEdna t

BROOKLAWN PARK

Ha dle y St ree t

River Bank Lofts

Irvi ngt on Co urt

Acushnet Company / Titleist

tr e e t ly S Party H e aUS Nashawena Company East Mills

Du nc an St ree t

M er ril l St re et

Sowle Stree t

Ha tch St ree t

esautels Street

e Stree t

BROOKLAWN PARK

t ve ll St re et Ha dle y St reeCo

Cl iff or d St re et Co ve ll St re et

Ha tch St ree t

et B a te s S tr e

Ro a d

S tr e e t

H e a ly

S tr e e t

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

M er ril l St re et

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

Ave n u e

S tr e e t

T in k h a m

et ro n t S tr e

Ro a d

M a d e ir a

H a th a w a

t e S tr e e

t is S tr e e

S tr e e t

A ve nu e

S tr e e t

d S tr e e t

t e S tr e e

et m a n S tr e

eet o ll y S tr

treet Seaewt yer S

reet tr e e t B e e tl e S

94 SAWYER STREET + 85 COGGESHALL ST FAIRHAVEN MILLS RTN: 4-0019924, 4-0014995, 4-0000245

F N o rt hRelease Figure Material Sites - MassDEP e t Hazardous e8: 90 RIVERSIDE DRIVETracking 194Numbers RIVERSIDE AVENUE Belleville Avenue w a rd S tr

M a d e ir a

ad N a sh R o

S tr e e t

enu

enue A v Hope Stree t

H a th a w a

T in k h a m

200 RIVE FORMER 194 RIVERSIDERTN: AVE

y S tr e e t

S tr e e t

De FORMER CLIFTE RTN: 4-0014112, 4-0

Man o me

Bell evill e Av Riverside Avenue enu e Whaler’s Care CLIFTEX Corp. 10 MANOMET STREET Assisted Living

RTN: 4-0015213, 4-0019527

R Powder Pro

t S tr e e t

iverside Victoria R

Hope

Sawyer Street

Man o me

7-Eleven

erside

iv Victoria R

SEGMENT 6

19 + 41 COFFIN AVENUE STARPHASE PLATING 2 RTN: 4-0000437

PHASE 4

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

PHASE 2

LEGEND Proposed River Walk Path

250

500

750

Feet

1,000

¸ ¸

Feet

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension Proposed River Walk Path River Walk Follows Existing Path + Driveway

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

206 - 378 BELLEVILLE AVENUE RIVERSIDE PARK RTN: 4-0011675

American Engineered Fabrics

t S tr e e t

ood / Lustiano F g Star Platin

Cogge shall Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

19 + 41 COFFIN AVENUE STAR PLATING RTN: 4-0000437

45 COGGSEHALL STREET 7-ELEVEN RTN: 4-0017478

e Av

FORMER CLIFTEX RTN: 4-0014112, 4-0014111

10 MANOMET STREET RTN: 4-0015213, 4-0019527 90 RIVERSIDE DRIVE WHALER’S PLACE RTN: 4-0019705

American Engineered Fabrics

206 - 378 BELLEVILLE Facility / Jacobs AVENUE Engineering WorkPARK Zone RIVERSIDE RTN: 4-0011675

45 COGGSEHALL STREET 7-ELEVEN RTN: 4-0017478

tr e e t D a vis S

7-Eleven

Taco Bell

evill

Whaler’s Place

ood Lustiano F g Star Platin

Cogge shall Street

ve nu e C o ff in A

RIVERSIDE PARK

Bell

S tr e e t

Belleville Avenue

Sawyer Street tr e e t S Facility / Jacobs ll e h c M it The Zone Engineering RopeWork Taco Bell works t e k s etba Mark

C o ll e tt e

ve nu e P h il li p s A

S tr e e t

ve nu e C o ff in A

tr e e t De an e S

B u ll a rd

S tr e e t

S tr e e t94 SAWYER STREET + 85 COGGESHALL ST M it c h e ll The RoFAIRHAVEN MILLS pewo t e rks ask4-0019924, b RTN: 4-0014995, 4-0000245 t e k Mar

eet N y e S tr

T a ll m a n

treet Sawyer S

tr e e t B e e tl e S

tr e e t H o ll y S

RIVERSIDE PARK

WHALER’S PLACE RTN: 4-0019705

tr e e t y S trEe ae rlt e S

awn Street

Brooklawn Court

Wood Street

Sylv ia Stre et

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 12

Precix / Acushnet Rubber

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

SEGMENT 12

City-Owned Parcel

744 BELLEVILLE AVENUE PRECIX RTN: 4-0021348, 4-0011186

CTS

SEGMENT 11

Municipal Park

SEGMENT 12

Parcel Boundary

SEGMENT 11

SEGMENT 10

SEGMENT 9

PHASE 3

Existing Shoreline

Field ing Stree t

PHASE 5

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

PHASE 1

CTS

Former Aerovox Site SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

PHASE 1

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

Sylv ia Stre et Howa rd Avenu e

Kearsarge Street

Aerovox Site

Belleville Avenue River Bank Lofts

Brooklawn Court

AEROVOX RTN: 4-0000601

Perry Street

Desautels Street

Howa rd Avenu e

Kearsarge Street

700 BELLEVILLE AVENUE TITLEIST RTN: 4-0027583 Former

RTN: 4-0023093

Perry Street

Darn It! Inc.

744 BELLEVILLE AVENUE PRECIX RTN: 4-0021348, 4-0011186 740 BELLEVILLE AVENUE Precix / Acushnet Rubber Du nc an St ree t River Road

Belleville Avenue

Acushnet Company / Titleist

tr e e t ly S Party H e aUS River200 Bank Lofts RIVERSIDE AVENUE Nashawena Company East Mills FORMER MANOMET MILLS

Co nd ui t St re et

BROOKLAWN PARK

Ha dle y St ree t

Ha tch St ree t

FIBRE LEATHER CORPORATION RTN: 4-0014529 M er ril l St re et

e Stree t

Sowle Stree t

Irvi ngt on Co urt

700 BELLEVILLE AVENUE TITLEIST RTN: 4-0027583 686 BELLEVILLE AVENUE

Stree t Field ing StreeEdna t

740 BELLEVILLE AVENUE AEROVOX RTN: 4-0000601 Du nc an St ree t

Ha tch St ree t

et B a te s S tr e

Ro a d

S tr e e t

esautels Street EX 0014111

Ce ntr al Av en ue

B e ll e v il le

E u g e n ia

W h it m a n

e a ly

ERSIDE AVENUEH MANOMET MILLS : 4-0023093 ENUE

BROOKLAWN PARK

t ve ll St re et Ha dle y St reeCo

Cl iff or d St re et Co ve ll St re et

et Q ue ry S tr e al Av en ue

et B a te s S tr e

Ro a d

S tr e e t

686 BELLEVILLE AVENUE FIBRE LEATHER CORPORATION RTN: 4-0014529 M er ril l St re et S tr e e t

F e lt o n Co nd ui t St re et

Irvi ngt on Co urt

PHASE 5

Building to be Removed Existing Shoreline

Parcel Boundary

Municipal Park

City-Owned Parcel

Source: eDEP 79

EGMENT 5

EGMENT 4

Cen tral Ave nue

tr ee t H ea ly S

Desautels Street

Pri nce ton Str eet

Sh aw Str ee t

SEGMENT 11

SEGMENT 10

SEGMENT 9

Covell Stre et

Had ley Stre et

Hatc h Stre et

Acushnet Company / Titleist Irvin gton Stre et

Pri nce ton Str eet

F A

Existing Shoreline Municipal Park

Co nco rd Str eet

Building to be Removed

SEGMENT 11

SEGMENT 10

SEGMENT 9

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

t Qu ery Str ee

Be lle vil le

SEGMENT 8

SEGMENT 7

St re et

Irving ton Cour t

PHASE 3

Me rril l Str eet

PHA

Had ley Stre et

tr ee t H ea ly S

Covell Stre et

Hatc h Stre et

St re et

Sh aw Str ee t

re et Gl en no n St

Eu ge ni a

re et SEGMENT hi tm6an St

PHASE 1

Hope Street

Ave nu

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

t Qu ery Str ee

Be lle vil le

River Walk Follows Existing Path + Driveway

SEGMENT 7

ad Na sh Ro

Ti nk ha m

St re et

eville

SEGMENT 6

Ha th aw ay

Bell

SEGMENT 8

Proposed River Walk Path

Av en ue

PHA

Belleville Avenue

Proposed Onroad River Walk Extension

Ma de ira

5% 10% 20%

US Party Darn It! Inc. Nashawena Company East Mills on Arli ngt Str eet

River Bank Lofts

100%

SEGMENT 5

St re et

re et Ea rle St

SEGMENT 5 vi s St re et Da

Co lle tte

SEGMENT 4

en ue Ph ill ip s Av

PHASE 2

0.5% 1% 2%

Powder Pro

25% 30% 50%

en ue C of fin Av

Th Rope e works

SEGMENT 7

St re et

Victoria Ri

5% 10% 20%

SEGMENT 4

SEGMENT 3

re et De an e St

St re et

aske

Eu ge ni a

0.5% enue Av1% hnet s u c A 2%

RIVERSIDE PARK

etb Mark

verside

American Engineered Fabrics

Proposed OnroadIrving ton Cour t River Walk Extension PHASE 3

Me rril l Str eet

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Belleville Avenue

St re et M itc he ll

re et SEGMENT hi tm6an St

1,000

t St re et No rth Fr on

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

reet

Sawyer St

re et Be et le St

tr ee t H ol ly S

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

SEGMENT 7

1,000

ad Na sh Ro

750

St re et

500

Ti nk ha m

St re et

250

PHASE 1

River Walk Follows Existing Path + Driveway

tr ee t H ea ly S

St re et

Feet

Dry Hope Street 0.1% 0.2%

Be et le

Bentley Street

Dry 0.1% 0.2%

Ave nu

M an om et

od Lustiano Fo g Star Platin

Probability of Inundation

SEGMENT 6

eville

St re et

Bell

750

7-Eleven

Av en ue

Probability of Inundation

Whaler’s Place

Coggesha ll Street

Taco Bell

500

Ma de ira

Ha th aw ay

250

Sawyer Street Facility / EPA Work Zone

re et Ea rle St

PHASE 2

SEGMENT 5

SEGMENT 5 vi s St re et Da

St re et

2050

Co lle tte

Mark

Feet

Th Rope e works

Proposed River Walk Path nco rd Str eet

100%

SEGMENT 4

ske etba

St re et

25% 30% 50%

en ue C of fin Av

St re et M itc he ll

H ow ar d

en ue Ph ill ip s Av

SEGMENT 4

RIVERSIDE PARK

Belleville Avenue

t St re et No rth Fr on

SEGMENT 3

5% 10% 20%

re et De an e St

St re et

PHASE 4

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

tr ee t H ol ly S

SEGMENT 1

reet

Sawyer St

re et Be et le St

2030

0.5% 1% 2%

SEGMENT 2

SEGMENT 1

Dry 0.1% St re et H ow ar d 0.2%

u Aven

Victoria Ri

re et Gl en no n St

St re et

1,000

hnet Acus

Powder Pro

St re et

Be et le

Bentley Street

Probability of Inundation

verside

American Engineered Fabrics

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

Acushnet Company / Titleist Irvin gton Stre et

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

od / Lustiano Fo g Star Platin

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

Had ley Stre et

Covell Stre et

Hatc h Stre et

Irving ton Cour t

PHASE 2

Me rril l Str eet Hope Street

Ave nu

et Ba tes St re

Ro ad

St re et

Th Rope e works

eville

St re et

sket

tba arke

Bell

St re et

en ue C of fin Av

RIVERSIDE PARK

St re et

Ha th aw ay

Belleville Avenue

St re et M itc he ll

Av en ue

Ti nk ha m

St re et

reet Sawyer St

re et Be et le St

Figure 9: MA-FRM Probability of Inundation (2030, 2050, 2070) PHASE 4 Ma de ira

Clif ford Str eet

t Qu ery Str ee

EGMENT 4

EGMENT 3

Be lle vil le

Eu ge ni a

W hi tm an

ad Na sh Ro

re et Ea rle St

re et Da vi s St

Co lle tte

EGMENT 3

EGMENT 2

EGMENTPh1ill ip s Av en ue

t St re et No rth Fr on

re et De an e St

et N ye St re

Ta llm an

tr ee t H ol ly S

Bu lla rd

EGMENT 2

St re et

EGMENT 1

H ow ar d

Desautels Street

250

500

750

1,000

Powder Pro

St re et

verside

Victoria Ri

Dry 0.1% 0.2%

Feet

0.5% 1% 2%

25% 30% 50%

5% 10% 20%

US Party Nashawena Company East Mills

Darn It! Inc.

F A

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

PHASE 2

100%

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

2070

od Lustiano Fo g Star Platin

Probability of Inundation

American Engineered Fabrics

River Bank Lofts

Acushnet Company / Titleist

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

PHA

nue

Precix / Acushnet Rubber

River Road

Acushnet Company / Titleist Irvin gton Stre et

Pri nce ton Str eet

SEGMENT 12

SEGMENT 11

SEGMENT 10

PHASE 3

GMENT 12

GMENT 11

SEGMENT 9

100% Irving ton Cour t

PHASE 5

BROOKLAWN PARK

Howard Avenue

Perry Street

Dun can Stre et

Had ley Stre et

Covell Stre et

Hatc h Stre et

St re et

Kearsarge Street

Belleville Avenue Darn It! Inc.

River Walk Follows Existing Path + Driveway

Municipal Park

CTS Flo Buildings With Highest

Building to be Removed

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

Buildings With Highest Flo SEGMENT 10

SEGMENT 9

Wood Street

Sylvia Street

PHASE 1

With Highe Buildings WithBuildings Highest Flo

Existing Shoreline

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

Building to be Removed

SEGMENT 3

SEGMENT 2

SEGMENT 1

Proposed Onroad River Walk Extension

River Walk Extension

Former Aerovox Site

Precix / Acushnet Rubber

St re et

100%

River Road

US Party Nashawena Company East Mills

Acushnet Company / Titleist

M an om et

River Bank Lofts

Proposed River Walk Path Existing Shoreline

PHASE 2

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

t Qu ery Str ee

Be lle vil le

St re et

Ti nk ha m

Ha th aw ay

25% 30% 50%

Municipal Park Proposed Onroad

PHASE 4

CTS

Building to be Removed

River Existing 50% 2% Walk Follows 20% Path + Driveway

S tr e e t

Municipal Park

tr ee t H ea ly S

Powder Pro

25% 30%

5% 10%

SEGMENT 8

SEGMENT 7

Eu ge ni a

re et SEGMENT hi tm6an St

SEGMENT 7

ad Na sh Ro

SEGMENT 6

SEGMENT 5

Proposed River Walk Path 0.5% 1%

Sh aw Str ee t

re et Gl en no n St

St re et

verside

Victoria Ri

GMENT 11

M an om et

re et Ea rle St

SEGMENT 5 vi s St re et Da

St re et

American Engineered Fabrics

GMENT 10

EGMENT 9

Co lle tte

SEGMENT 4

1,000

SEGMENT 2

SEGMENT 1

Precix / Acushnet Rubber

River Road

L a n d ry

EGMENT 8

750

en ue Ph ill ip s Av

500

Assisted Living

Buildings With Highe

Co nco rd Str eet

Desautels Street

Brooklawn Court

Howard Avenue

Perry Street

250

Dry 0.1% 0.2%

100%

Feet

eville

Former Aerovox Site

Existing Shoreline

Me rril l Str eet

Hope Street venu Buildings With Highest AFlood Risk - 2030 e

od Lustiano Fo g Star Platin

Probability of Inundation

Dun can Stre et

25% 0 30% 50% arsarge Street

Former Aerovox Site

Fielding Street

5% 10% PHASE 1 20%

Riverside Avenue Buildings With Highest Flood Risk - 2070 Whaler’s Care CLIFTEX Corp. Whaler’s Place

Con

7-Eleven

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension

0.5% Av en ue Ma de ira 1% 2%

Bell

PHASE 5

Proposed River Walk Path 100%

Buildings With Highest Flood Risk - 2050

Sawyer Street Street/ EPA SowleFacility Work Zone

Building to be Removed dui t Stre et

BROOKLAWN PARK

PHASE 2

en ue C of fin Av

SEGMENT 12

Coggesha ll Street

SEGMENT 12

SEGMENT 11

ASE 5

Dry 0.1% 0.2%

PHASE 3

Kearsarge Street

Belleville Avenue

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts Powder Pro

25% 30% 50%

5% 10% 20%

SEGMENT 4

pewo rksn St ree t Fe lto

Municipal Park Edna Street Taco Bell

SEGMENT 3

St re et

re et De an e St

Bu lla rd

SEGMENT 3

RIVERSIDE PARK

Brooklawn Street

SEGMENT N 2 ye St re et

750 1,000 et e ille Avenu Bellev o Stre Wald

St re et Pico Stone John’s Auto / Existing Shoreline he Imports and RSK TMachine o t Supply keCo. tbas arke

0.5% enue et Av1% n h s Acu 2%

LEGEND

PHASE 4

S tr e e t

Ver non Stre et

M itc he ll CTS

Dry 0.1% 0.2%

verside

Victoria Ri

Engineered Fabrics

Probability of NoInundation St re et rth Fr on t

St re et Ta llm an Wood Street

Sylvia Street

L a n d ry

EGMENT 8

EGMENT 7

1,000

tr ee t H ol ly S

SEGMENT 1

reet Sawyer St

re et Be et le St

500

od / Lustiano Fo g Star Platin

750

SEGMENT 1

St re et

500

SEGMENT 2

Howard Avenue St re et

250

EGMENT 7

Brooklawn Court

Be et le

Feet

Precix / Acushnet Rubber

River Road

Former Aerovox Site

EGMENT 6

Perry Street Bentley Street

Dun can Stre et

H ow ar d

Whaler’s Place

Probability of Inundation

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

PHASE 1American

Fielding Street

7-Eleven

Sawyer Street Street/ EPA SowleFacility Work Zone Con dui t Stre et

BROOKLAWN PARK

arsarge Street

Street

EGMENT 6

EGMENT 5

Coggesha ll Street

Taco Bell

Edna Street

PHASE 5

Wald o Stre et

Buildings With Highest Flood Risk - 2030 Brooklawn Street

Ver non Stre et Pico Stone John’s Auto / Imports and SK Machine t Supply Co. Fe lto n St ree

CTS

Edna Street

SEGMENT 12

SEGMENT 11

Sowle Street

Con dui t Stre et

ASE 5

BROOKLAWN PARK

Fielding Street

Probability of Inundation

arsarge Street

500

750

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2050 CTS

SEGMENT 12

SEGMENT 11

ASE 5

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

1,000

Wood Street

Sylvia Street

Precix / Acushnet Rubber

River Road

Former Aerovox Site

250

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

Feet

Dry 0.1% 0.2%

0.5% 1% 2%

5% 10% 20%

25% 30% 50%

100%

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highe

a da d N aNsahshR oR o

SEGMENT SEGMENT 66

750 750

S trSetreete t T inT kinhkahma m

500 500

SEGMENT SEGMENT 55

250 250

SEGMENT SEGMENT 44

¸ Feet Feet

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

e eete t a waawya Sy trS tr H aHtha th

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

N N

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

Th RopeThee Ropeworks works

Taco Bell Taco Bell

0 0

tr etreet e t E aErlaerl eS S

C oCffoinff inA

sket etbaasket k r a M rketb Ma

Ave n u e M a d e irir aa A v e n u e e Mad

Belleville Avenue Belleville Avenue

RIVERSIDE PARK RIVERSIDE PARK

S tr e e t M it c h eellll S tr e e t h M it c

tr etreet e t D aDvaisvisS S

vAevneuneu e

trSetreet e t

Figure 9A: MA-FRM Probability of Inundation 2030

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park Building to be Removed Building to be Removed 83

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

tr e e tt ly S tr H e a ly ee S a e H

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

Irvi ngt on Co urt Irvi ngt on Co urt

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Sowle Stree t Sowle Stree t

a da d N aNsahshR oR o

SEGMENT SEGMENT 66

750 750

S trSetreete t T inT kinhkahma m

500 500

SEGMENT SEGMENT 55

250 250

SEGMENT SEGMENT 44

¸ Feet Feet

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

e eete t a waawya Sy trS tr H aHtha th

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

N N

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

Th RopeThee Ropeworks works

Taco Bell Taco Bell

0 0

tr etreet e t E aErlaerl eS S

C oCffoinff inA

sket etbaasket k r a M rketb Ma

Ave n u e M a d e irir aa A v e n u e e Mad

Belleville Avenue Belleville Avenue

RIVERSIDE PARK RIVERSIDE PARK

S tr e e t M it c h eellll S tr e e t h M it c

tr etreet e t D aDvaisvisS S

vAevneuneu e

trSetreet e t

Figure 9B: MA-FRM Probability of Inundation 2050

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park

Buildings With Highest Flood Risk - 2050 Buildings With Highest Flood Risk - 2050

Building to be Removed Building to be Removed 85

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

tr e e tt ly S tr H e a ly ee S a e H

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

Irvi ngt on Co urt Irvi ngt on Co urt

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Sowle Stree t Sowle Stree t

a da d N aNsahshR oR o

SEGMENT SEGMENT 66

750 750

S trSetreete t T inT kinhkahma m

500 500

SEGMENT SEGMENT 55

250 250

SEGMENT SEGMENT 44

¸ Feet Feet

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

e eete t a waawya Sy trS tr H aHtha th

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

N N

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

Th RopeThee Ropeworks works

Taco Bell Taco Bell

0 0

tr etreet e t E aErlaerl eS S

C oCffoinff inA

sket etbaasket k r a M rketb Ma

Ave n u e M a d e irir aa A v e n u e e Mad

Belleville Avenue Belleville Avenue

RIVERSIDE PARK RIVERSIDE PARK

S tr e e t M it c h eellll S tr e e t h M it c

tr etreet e t D aDvaisvisS S

vAevneuneu e

trSetreet e t

Figure 9C: MA-FRM Probability of Inundation 2070

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park

Buildings With Highest Flood Risk - 2050 Buildings With Highest Flood Risk - 2050

Building to be Removed Building to be Removed

Buildings With Highest Flood Risk - 2070 Buildings With Highest Flood Risk - 2070

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

tr e e tt ly S tr H e a ly ee S a e H

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

Irvi ngt on Co urt Irvi ngt on Co urt

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Sowle Stree t Sowle Stree t

Cen tral Ave nue

EGMENT 5

EGMENT 4

Clif ford Str eet

t Qu ery Str ee

EGMENT 4

EGMENT 3

Be lle vil le

Eu ge ni a

W hi tm an

ad Na sh Ro

re et Ea rle St

re et Da vi s St

Co lle tte

EGMENT 3

EGMENT 2

EGMENTPh1ill ip s Av en ue

t St re et No rth Fr on

re et De an e St

et N ye St re

Ta llm an

tr ee t H ol ly S

Bu lla rd

EGMENT 2

St re et

EGMENT 1

H ow ar d

tr ee t H ea ly S

Desautels Street

Pri nce ton Str eet

Sh aw Str ee t

SEGMENT 11

SEGMENT 10

SEGMENT 9

Covell Stre et

Had ley Stre et

Hatc h Stre et

Acushnet Company / Titleist Irvin gton Stre et

Pri nce ton Str eet

F A

Existing Shoreline Municipal Park

Co nco rd Str eet

Building to be Removed

SEGMENT 11

SEGMENT 10

SEGMENT 9

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

t Qu ery Str ee

Be lle vil le

SEGMENT 8

SEGMENT 7

St re et

Irving ton Cour t

PHASE 3

Me rril l Str eet

PHA

Had ley Stre et

tr ee t H ea ly S

Covell Stre et

Hatc h Stre et

St re et

Sh aw Str ee t

re et Gl en no n St

Eu ge ni a

re et SEGMENT hi tm6an St

PHASE 1

Hope Street

Ave nu

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

Ro ad

SEGMENT 9 tes St re et SEGMENT 8 Ba

t Qu ery Str ee

Be lle vil le

River Walk Follows Existing Path + Driveway

SEGMENT 7

ad Na sh Ro

Ti nk ha m

St re et

eville

SEGMENT 6

Ha th aw ay

Bell

SEGMENT 8

Proposed River Walk Path

Av en ue

PHA

Belleville Avenue

Proposed Onroad River Walk Extension

Ma de ira

5% 10% 20%

US Party Darn It! Inc. Nashawena Company East Mills on Arli ngt Str eet

River Bank Lofts

100%

SEGMENT 5

St re et

re et Ea rle St

SEGMENT 5 vi s St re et Da

Co lle tte

SEGMENT 4

en ue Ph ill ip s Av

PHASE 2

0.5% 1% 2%

Powder Pro

25% 30% 50%

en ue C of fin Av

Th Rope e works

SEGMENT 7

St re et

Victoria Ri

5% 10% 20%

SEGMENT 4

SEGMENT 3

re et De an e St

St re et

aske

Eu ge ni a

0.5% enue Av1% hnet s u c A 2%

RIVERSIDE PARK

etb Mark

verside

American Engineered Fabrics

Proposed OnroadIrving ton Cour t River Walk Extension PHASE 3

Me rril l Str eet

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Belleville Avenue

St re et M itc he ll

re et SEGMENT hi tm6an St

1,000

t St re et No rth Fr on

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

reet

Sawyer St

re et Be et le St

tr ee t H ol ly S

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

SEGMENT 7

1,000

ad Na sh Ro

750

St re et

500

Ti nk ha m

St re et

250

PHASE 1

River Walk Follows Existing Path + Driveway

tr ee t H ea ly S

St re et

Feet

Dry Hope Street 0.1% 0.2%

Be et le

Bentley Street

Dry 0.1% 0.2%

Ave nu

M an om et

od Lustiano Fo g Star Platin

Probability of Inundation

SEGMENT 6

eville

St re et

Bell

750

7-Eleven

Av en ue

Probability of Inundation

Whaler’s Place

Coggesha ll Street

Taco Bell

500

Ma de ira

Ha th aw ay

250

Sawyer Street Facility / EPA Work Zone

re et Ea rle St

PHASE 2

SEGMENT 5

SEGMENT 5 vi s St re et Da

St re et

2050

Co lle tte

Mark

Feet

Th Rope e works

Proposed River Walk Path nco rd Str eet

100%

SEGMENT 4

ske etba

St re et

25% 30% 50%

en ue C of fin Av

St re et M itc he ll

H ow ar d

en ue Ph ill ip s Av

SEGMENT 4

RIVERSIDE PARK

Belleville Avenue

t St re et No rth Fr on

SEGMENT 3

5% 10% 20%

re et De an e St

St re et

PHASE 4

Bu lla rd

SEGMENT 3

SEGMENT N 2 ye St re et

Ta llm an

tr ee t H ol ly S

SEGMENT 1

reet

Sawyer St

re et Be et le St

2030

0.5% 1% 2%

SEGMENT 2

SEGMENT 1

Dry 0.1% St re et H ow ar d 0.2%

u Aven

Victoria Ri

re et Gl en no n St

St re et

1,000

hnet Acus

Powder Pro

St re et

Be et le

Bentley Street

Probability of Inundation

verside

American Engineered Fabrics

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts

Acushnet Company / Titleist Irvin gton Stre et

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

od / Lustiano Fo g Star Platin

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

Had ley Stre et

Covell Stre et

Hatc h Stre et

Irving ton Cour t

Me rril l Str eet Hope Street

Ave nu

et Ba tes St re

Ro ad

Th Rope e works

eville

St re et

sket

tba arke

Bell

St re et

en ue C of fin Av

RIVERSIDE PARK

St re et

Ha th aw ay

Belleville Avenue

St re et M itc he ll

Av en ue

St re et

Ma de ira

Ti nk ha m

St re et

reet Sawyer St

re et Be et le St

Figure 10: MA-FRM Flood Depths for 1% Annual Event)2 PHASE 4 Flood (100-Year Flood PHASE

Desautels Street

250

500

750

1,000

Powder Pro

St re et

verside

Victoria Ri

Dry 0.1% 0.2%

Feet

0.5% 1% 2%

25% 30% 50%

5% 10% 20%

US Party Nashawena Company East Mills

Darn It! Inc.

F A

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

PHASE 2

100%

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

2070

od Lustiano Fo g Star Platin

Probability of Inundation

American Engineered Fabrics

River Bank Lofts

Acushnet Company / Titleist

Whaler’s Place

7-Eleven

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Taco Bell

Coggesha ll Street

Sawyer Street Facility / EPA Work Zone

PHA

nue

Precix / Acushnet Rubber

River Road SEGMENT 12

SEGMENT 11

SEGMENT 10

PHASE 3

GMENT 12

Acushnet Company / Titleist Irvin gton Stre et

Pri nce ton Str eet

SEGMENT 9

Str eet 10 Clif fordSEGMENT

Cen tral Ave nue

100% Irving ton Cour t

PHASE 5

BROOKLAWN PARK

Howard Avenue

Perry Street

Dun can Stre et

Had ley Stre et

Covell Stre et

Hatc h Stre et

Kearsarge Street

Belleville Avenue Darn It! Inc.

River Walk Follows Existing Path + Driveway

Municipal Park

CTS Flo Buildings With Highest

Building to be Removed

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

Buildings With Highest Flo SEGMENT 10

SEGMENT 9

Wood Street

Sylvia Street

PHASE 1

With Highe Buildings WithBuildings Highest Flo

Existing Shoreline

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

Building to be Removed

SEGMENT 3

SEGMENT 2

SEGMENT 1

Proposed Onroad River Walk Extension

River Walk Extension

Former Aerovox Site

Precix / Acushnet Rubber

St re et

100%

River Road

US Party Nashawena Company East Mills

Acushnet Company / Titleist

M an om et

River Bank Lofts

Proposed River Walk Path Existing Shoreline

PHASE 2

GMENT 12

GMENT 11

Sh aw Str ee t

25% 30% 50%

Municipal Park Proposed Onroad

PHASE 4

CTS

Building to be Removed

River Existing 50% 2% Walk Follows 20% Path + Driveway

S tr e e t

Municipal Park

tr ee t H ea ly S

Powder Pro

25% 30%

5% 10%

SEGMENT 9 tes St re et SEGMENT 8 Ba

Ro ad

St re et

0.5% 1%

t Qu ery Str ee

Be lle vil le

St re et

Ti nk ha m

Ha th aw ay

Proposed River Walk Path

SEGMENT 8

SEGMENT 7

Eu ge ni a

re et SEGMENT hi tm6an St

SEGMENT 7

ad Na sh Ro

SEGMENT 6

SEGMENT 5

verside

Victoria Ri

GMENT 11

re et Gl en no n St

St re et

American Engineered Fabrics

GMENT 10

EGMENT 9

M an om et

St re et

re et Ea rle St

SEGMENT 5 vi s St re et Da

Co lle tte

1,000

SEGMENT 2

SEGMENT 1

Precix / Acushnet Rubber

River Road

L a n d ry

SEGMENT 4

750

en ue Ph ill ip s Av

500

Assisted Living

Buildings With Highe

Co nco rd Str eet

Desautels Street

Brooklawn Court

Howard Avenue

Perry Street

250

Dry 0.1% 0.2%

100%

Feet

eville

Former Aerovox Site

Existing Shoreline

Me rril l Str eet

Hope Street venu Buildings With Highest AFlood Risk - 2030 e

od Lustiano Fo g Star Platin

Probability of Inundation

Dun can Stre et

25% 0 30% 50% arsarge Street

Former Aerovox Site

Fielding Street

5% 10% PHASE 1 20%

Riverside Avenue Buildings With Highest Flood Risk - 2070 Whaler’s Care CLIFTEX Corp. Whaler’s Place

Con

7-Eleven

River Walk Follows Existing Path + Driveway Proposed Onroad River Walk Extension

0.5% Av en ue Ma de ira 1% 2%

Bell

PHASE 5

Proposed River Walk Path 100%

Buildings With Highest Flood Risk - 2050

Sawyer Street Street/ EPA SowleFacility Work Zone

Building to be Removed dui t Stre et

BROOKLAWN PARK

PHASE 2

en ue C of fin Av

SEGMENT 12

Coggesha ll Street

SEGMENT 12

SEGMENT 11

ASE 5

Dry 0.1% 0.2%

PHASE 3

Kearsarge Street

Belleville Avenue

US Party Darn It! Inc. Nashawena Company East Mills Arli ngt on Str eet

River Bank Lofts Powder Pro

25% 30% 50%

5% 10% 20%

SEGMENT 4

pewo rksn St ree t Fe lto

Municipal Park Edna Street Taco Bell

SEGMENT 3

St re et

re et De an e St

Bu lla rd

SEGMENT 3

RIVERSIDE PARK

Brooklawn Street

SEGMENT N 2 ye St re et

750 1,000 et e ille Avenu Bellev o Stre Wald

St re et Pico Stone John’s Auto / Existing Shoreline he Imports and RSK TMachine o t Supply keCo. tbas arke

0.5% enue et Av1% n h s Acu 2%

LEGEND

PHASE 4

S tr e e t

Ver non Stre et

M itc he ll CTS

Dry 0.1% 0.2%

verside

Victoria Ri

Engineered Fabrics

Probability of NoInundation St re et rth Fr on t

St re et Ta llm an Wood Street

Sylvia Street

L a n d ry

EGMENT 9

1,000

tr ee t H ol ly S

SEGMENT 1

500

reet Sawyer St

re et Be et le St

250

750

SEGMENT 1

St re et

500

SEGMENT 2

Howard Avenue St re et

250

Feet

Precix / Acushnet Rubber

River Road

Former Aerovox Site

Brooklawn Court

Be et le

H ow ar d

Feet

EGMENT 8

Perry Street Bentley Street

Dun can Stre et

arsarge Street

Probability of Inundation

PHASE 1American

Fielding Street

7-Eleven

od / Lustiano Fo g Star Platin

Con dui t Stre et

Desautels Street

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

(2030, 2050, 2070) BROOKLAWN PARK

EGMENT 8

EGMENT 7

Sawyer Street Street/ EPA SowleFacility Work Zone

EGMENT 7

EGMENT 6

Street

EGMENT 6

EGMENT 5

Coggesha ll Street

Taco Bell

Edna Street

PHASE 5

Wald o Stre et

Buildings With Highest Flood Risk - 2030 Brooklawn Street

Ver non Stre et Pico Stone John’s Auto / Imports and SK Machine t Supply Co. Fe lto n St ree

CTS

Edna Street

SEGMENT 12

SEGMENT 11

Sowle Street

Con dui t Stre et

ASE 5

BROOKLAWN PARK

Fielding Street

Probability of Inundation

arsarge Street

500

750

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2050 CTS

SEGMENT 12

SEGMENT 11

ASE 5

Pico Stone John’s Auto / Imports and SK Machine Supply Co.

1,000

Wood Street

Sylvia Street

Precix / Acushnet Rubber

River Road

Former Aerovox Site

250

Brooklawn Court

Howard Avenue

Perry Street

Dun can Stre et

Feet

Dry 0.1% 0.2%

0.5% 1% 2%

5% 10% 20%

25% 30% 50%

100%

Proposed River Walk Path

Existing Shoreline

River Walk Follows Existing Path + Driveway

Municipal Park

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highe

Ave n u e M a d e irir aa A v e n u e e Mad

a da d N aNsahshR oR o

tr etreet e t E aErlaerl eS S

tr etreet e t D aDvaisvisS S

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

C oCffoinff inA

RIVERSIDE PARK RIVERSIDE PARK

sket etbaasket k r a M rketb Ma

Th RopeThee Ropeworks works

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

250 250

500 500

750 750

SEGMENT SEGMENT 66

0 0

SEGMENT SEGMENT 55

Feet Feet

SEGMENT SEGMENT 44

¸ N N

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

Taco Bell Taco Bell

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

S tr e e t M it c h eellll S tr e e t h M it c

S trSetreete t T inT kinhkahma m

Belleville Avenue Belleville Avenue

e eete t a waawya Sy trS tr H aHtha th

vAevneuneu e

trSetreet e t

Figure 10A: MA-FRM Flood Depths for 1% Annual Flood (100-Year Flood Event

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Irvi ngt on Co urt Irvi ngt on Co urt

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park Building to be Removed Building to be Removed 91

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

tr e e tt ly S tr H e a ly ee S a e H

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

) 2030

Sowle Stree t Sowle Stree t

Ave n u e M a d e irir aa A v e n u e e Mad

a da d N aNsahshR oR o

tr etreet e t E aErlaerl eS S

tr etreet e t D aDvaisvisS S

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

C oCffoinff inA

RIVERSIDE PARK RIVERSIDE PARK

sket etbaasket k r a M rketb Ma

Th RopeThee Ropeworks works

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

250 250

500 500

750 750

SEGMENT SEGMENT 66

0 0

SEGMENT SEGMENT 55

Feet Feet

SEGMENT SEGMENT 44

¸ N N

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

Taco Bell Taco Bell

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

S tr e e t M it c h eellll S tr e e t h M it c

S trSetreete t T inT kinhkahma m

Belleville Avenue Belleville Avenue

e eete t a waawya Sy trS tr H aHtha th

vAevneuneu e

trSetreet e t

Figure 10B: MA-FRM Flood Depths for 1% Annual Flood (100-Year Flood Event)

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Irvi ngt on Co urt Irvi ngt on Co urt

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park

Buildings With Highest Flood Risk - 2050 Buildings With Highest Flood Risk - 2050

Building to be Removed Building to be Removed 93

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

tr e e tt ly S tr H e a ly ee S a e H

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

) 2050

Sowle Stree t Sowle Stree t

Ave n u e M a d e irir aa A v e n u e e Mad

a da d N aNsahshR oR o

tr etreet e t E aErlaerl eS S

tr etreet e t D aDvaisvisS S

S trSetreet e t C oClloelltteett e

P hPilhliilplisp As

D eDaenaen eS

e eet e t N yNey eS trS tr

S trSetreet e t T aTllamllamna n

tr etreet e t H oHlloyll Sy S

trSetreet et SaSwayweyr eSr

B eBeetleetl eS

te t a rdS trSetree B uBlluallrd

H o w rd S tr e e t Ho wa

C oCffoinff inA

RIVERSIDE PARK RIVERSIDE PARK

sket etbaasket k r a M rketb Ma

Th RopeThee Ropeworks works

oFoodo/d / LuLstuiastniaonFo tin la g g StaSrtaPrlaPtin

7-Eleven 7-Eleven

250 250

500 500

750 750

SEGMENT SEGMENT 66

0 0

SEGMENT SEGMENT 55

Feet Feet

SEGMENT SEGMENT 44

¸ N N

iversidee Victoririaa R iversid R to ic V

SEGMENT SEGMENT 55

SEGMENT SEGMENT 44

SEGMENT SEGMENT 33

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

SEGMENT SEGMENT 22

SEGMENT SEGMENT 11

PHASE 4 PHASE 4

Riverside Avenue Avenue Riverside Whaler’s Care CLIFTEX Corp. Whaler’s Care Assisted Living CLIFTEX Corp. Assisted Living

Whaler’s Place Whaler’s Place American American Engineered Engineered Fabrics Fabrics

Hope Hope

t St trSetreete t M aMnaonmo em e

Street shallStreet Cogge shall Cogge

Sawyer Street Sawyer Facility Street / EPA Facility / EPA Work Zone Work Zone

Taco Bell Taco Bell

Bell Belleville evill Ave e Av nue enu e

vAevneuneu e

S tr e e t M it c h eellll S tr e e t h M it c

S trSetreete t T inT kinhkahma m

Belleville Avenue Belleville Avenue

e eete t a waawya Sy trS tr H aHtha th

vAevneuneu e

trSetreet e t

Figure 10C: MA-FRM Flood Depths for 1% Annual Flood (100-Year Flood Event

PHASE 2 PHASE 2

Probability of Inundation Probability of Inundation Dry Dry 0.1% 0.1% 0.2% 0.2% 1,000 1,000

0.5% 0.5% 1% 1% 2% 2%

5% 5% 10% 10% 20% 20%

25% 25% 30% 30% 50% 50%

100% 100%

ee tret et

Irvi ngt on Co urt Irvi ngt on Co urt

Brooklawn BrooklawnCourt Court

Howa rdrdAvenu Howa Avenu ee CTS CTS

Pico Stone John’s Auto / Pico Stone Imports and John’s Auto / SK Machine Imports Supply and Co. SK Machine Supply Co.

SEGMENT 1212 SEGMENT

PHASE 5 PHASE 5

LEGEND Proposed River Walk Path Proposed River Walk Path

Existing Shoreline Existing Shoreline

Buildings With Highest Flood Risk - 2030 Buildings With Highest Flood Risk - 2030

River Walk Follows Existing River Follows Existing Path +Walk Driveway Path + Driveway Proposed Onroad Proposed River WalkOnroad Extension River Walk Extension

Municipal Park Municipal Park

Buildings With Highest Flood Risk - 2050 Buildings With Highest Flood Risk - 2050

Building to be Removed Building to be Removed

Buildings With Highest Flood Risk - 2070 Buildings With Highest Flood Risk - 2070

Wood WoodStreet Street

Sylv ia iaStre Sylv etet Stre

Precix / Acushnet Precix Rubber / Acushnet Rubber

SEGMENT 1111 SEGMENT

PHASE 3 PHASE 3

Former Former Aerovox Aerovox Site Site

SEGMENT 1111 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 1010 SEGMENT

SEGMENT 99 SEGMENT

SEGMENT 88 SEGMENT

SEGMENT 77 SEGMENT

SEGMENT 66 SEGMENT

SEGMENT 77 SEGMENT

% %

PHASE 1 PHASE 1

Darn It! Inc. Darn It! Inc.

River RiverRoad Road

Powder Pro Powder Pro

Field ing Stree t Field ing Stree t

Belleville Avenue Belleville Avenue

/ Titleist nyny / Titleist Compa et et Compa Acushn Acushn

River Bank Lofts River Bank Lofts

US Party US Party Nashawena Company East Nashawena Company East Mills Mills

Kearsarge Street Kearsarge Street

Perry PerryStreet Street

Desautels Street Desautels Street

t t ree ree ananStSt ncnc DuDu

tr e e tt ly S tr H e a ly ee S a e H

t t ree ree y St y St dledle HaHa

t t ree ree tchtchStSt HaHa

M er ril l St re et M er ril l St re et

e Stree t e Stree t

Co nd ui t St re et Co nd ui t St re et

BROOKLAWN PARK BROOKLAWN PARK etet rere ll llStSt veve CoCo

s Ss trSetreete t B aBtea te

ueue enen al alAvAv ntrntr CeCe

eet e t

R oRaoda d eBlleellveilvleil le

S trSetreet e t E uEguegneian ia

tr etreet e t h ithmitamna nS S WW

t) 2070

Sowle Stree t Sowle Stree t

tr ee t He al y S

Figure 11: Phase 1 Detail Plan Proposed River Walk Path N

Ave hnet Acus

Building to be Removed

Desautels Street

nue

t Co nco rd Str ee POSSIBLE PASSIVE RECREATION AREA

Cen tral Ave nue

Cli ffo rd Str eet

et Qu er y St re

Be lle vi lle

et Ba te s St re

Ro ad

Kearsarge Street

Desautels Street

Former Aerovox Site

Precix / Acushnet Rubber

Powder Pro

River Road

verside

Darn It! Inc.

St re et

od / Lustiano Foing Star Plat

P Victoria Ri

US Party Nashawena Company East Mills

River Bank Lofts

Acushnet Company / Titleist

Whaler’s Place American Engineered Fabrics

Belleville Avenue

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living M an om et

Sawyer Street Facility / Jacobs Engineering Work Zone

Perry Street

Dun can Stre et

tr e e t H e a ly S

Had ley Stre et

Hope Street

Darn It! Inc. BROOKLAWN PARK Co vel l Str eet

Me rril l Str ee t

Be Irvin gton Cour t

Hat ch Stre et

St re et

Ave nu

Eu ge ni a

St re et

eville

Buildings With Highest Flood Risk - 2050

US Party Nashawena Company East Mills

Ti nk ha m

H at ha w ay

ve nu e C of fin A

Bell

W hi tm an

Av en ue

River Bank Lofts

Powder Pro

Th Rope e works

d N ash R oa

tr ee t E ar le S

tr ee t D avis S

St re et

M ad ei ra

Belleville Avenue

RIVERSIDE PARK

Str eet

RIVER WALK TO FOLLOW EXISTING PATH AND DRIVEWAY

C ol le tte

en ue Ph ill ip s Av

S tr ee t

tr ee t D ea ne S

Bu lla rd

ee t N ye S tr

Bell

CLIFTEX Corp. St re et

Mark

Ta llm an

ket tbas

Proposed Onroad River Walk Extension

EXPANDED ECOLOGICAL St re et rth Fr on t RESTORATION NoZONE

t St re et

re et

tr e e t H o lly S

Man o me

reet Sawyer St

e Avenue

ing tonHighest Flood Risk - 2030 ArlWith Buildings

Irvin gton Stre et

1,000

100

River Walk Follows Existing Path + Driveway

t Pri nce ton Str ee

750

Gateways and Promontories

Municipal Park

Sh aw Str ee t

500

Existing Shoreline

re et Gl en no n St

250

Feet

eet

Hop e Stre et

CTS

PHASE 5

PHASE 1

250

500

750

1,000

Feet

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 4.9 ft B: 3.9 ft C: 4.2 ft D: 5.2 ft E: 4.7 ft 96

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 5

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 12

SEGMENT 11

PHASE 3

SEGMENT 11

SEGMENT 10

SEGMENT 9

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

PHASE 2

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

A ve nu e

ille A venu

Figure 12: Phase 2 Detail Plan Proposed River Walk Path N

ing tonHighest Flood Risk - 2030 ArlWith Buildings

Proposed Onroad

Building to be Removed

Walk Extension PLAZARiver AND EXPANDED ECOLOGICAL ue Aven hnet Acus RESTORATION ZONE

100

Cli ffo rd Str eet

Man o me

Cen tral Ave nue

et Ba te s St re

Kearsarge Street

Perry Street

Dun can Stre et

Had ley Stre et

Co vel l Str eet

Hat ch Stre et

t St re et

Powde

Belleville Avenue

P Former Aerovox Site

Precix / Acushnet Rubber

River Road

Powder Pro

Darn It! Inc.

Acushnet Company / Titleist

US Party Nashawena Company East Mills

River Bank Lofts

St re et

verside

Ro ad

P Victoria Ri

Be lle vi lle

St re et

tr e e t H e a ly S

Irvin gton Cour t

Desautels Street

M an om et

American Engineered Fabrics

erside

iv Victoria R

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

od / Lustiano Foing Star Plat

Sawyer Street Facility / Jacobs Engineering Work Zone

Me rril l Str ee t

Hope Street

Ave nu

Bell

Eu ge ni a

St re et

eville

St re et

Ti nk ha m

St re et

American Engineered B Fabrics

Bell

t Co nco rd Str ee

Riversi de Avenue Whaler’s Care CLIFTEX Corp. Assisted Living BROOKLAWN PARK

W hi tm an

Av en ue

H at ha w ay

M ad ei ra

d N ash R oa

tr ee t E ar le S

St re et

tr ee t D avis S

C ol le tte

Mark

ve nu e C of fin A

ket tbas

Th Rope e works

ood Lustiano F ng Star Plati

RIVERSIDE PARK

re et

en ue Ph ill ip s Av

S tr ee t

tr ee t D ea ne S

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr e e t H o lly S

reet Sawyer St

Belleville Avenue

Whaler’s Place

Buildings With Highest Flood Risk - 2050

et Qu er y St re

t St re et No rth Fr on

Str eet

Irvin gton Stre et

1,000

River Walk Follows Existing Path + Driveway

t Pri nce ton Str ee

750

Gateways and Promontories

Municipal Park

Sh aw Str ee t

500

Existing Shoreline

re et Gl en no n St

250

Feet

Hop e Stre e

CTS

SEGMENT 6

250

500

750

1,000

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 4.3 ft B: 5.6 ft C: 7.1 ft D: 4.0 ft 97

SEGMENT 12

PHASE 5

PHASE 2 Feet

SEGMENT 11

PHASE 3

SEGMENT 5

SEGMENT 4

SEGMENT 3

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 10

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

PHASE 2

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

PHASE 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

OVERLOOK AND PIER

e et Av

Proposed Onroad River Walk Extension

Building to be Removed

nue

Cli ffo rd Str eet

River Road

Irvin gton Cour t

PHASE 5

Proposed River Walk Path

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

Approximate Elevations A: 5.2 ft B: 3.6 ft 98

Perry Street

1,000

PHASE 5

SEGMENT 12

750

Precix / Acushnet Rubber

500

CTS SEGMENT 11

250

Former Aerovox Site

SEGMENT 11

Feet

SEGMENT 10

PHASE 3

SEGMENT 12

SEGMENT 11

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

SEGMENT 9

SEGMENT 11

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 10

PHASE 1

SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 2

River Road

PHASE 4

Dun can Stre et

Powder Pro

Darn It! Inc.

St re et

verside

Victoria Ri

Kearsarge Street

Belleville Avenue US Party Nashawena Company East Mills

River Bank Lofts

Acushnet Company / Titleist

American Engineered Fabrics

Had ley Stre et

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

BROOKLAWN PARK

Precix / Acushnet Rubber

Co vel l Str eet

Former Aerovox Site

Hat ch Stre et

tr e e t H e a ly S

Cen tral Ave nue

et Ba te s St re

Me rril l Str ee t

Desautels Street

Whaler’s Place

od / Lustiano Foing Star Plat

Ro ad

A Sawyer Street Facility / Jacobs Engineering Work Zone

St re et

Acushnet Company / Titleist

Hope Street

Ave nu

M an om et

Bell

Eu ge ni a

Mark

Th Rope e works

St re et

ket tbas

eville

St re et

ve nu e C of fin A

re et

Bell

St re et

H at ha w ay

Belleville Avenue

RIVERSIDE PARK

Av en ue

W hi tm an

M ad ei ra

Ti nk ha m

St re et

tr ee t D avis S

tr ee t E ar le S

Darn It! Inc.

d N ash R oa

C ol le tte

en ue Ph ill ip s Av

S tr ee t

tr ee t D ea ne S

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr e e t H o lly S

reet Sawyer St

US Party Nashawena Company East Mills

t Co nco rd Str ee

Be lle vi lle

Belleville Avenue

t St re et No rth Fr on

geFloodStreet Buildings With Highest Risk - 2050 Kearsar

et Qu er y St re

hn Acus POSSIBLE PASSIVE RECREATION AREA

Perry Stree t

Irvin gton Stre et

1,000

100

Str eet

ing tonHighest Flood Risk - 2030 ArlWith Buildings t Pri nce ton Str ee

750

Gateways and Promontories

Sh aw Str ee t

500

River Walk Follows Existing Path + Driveway

Municipal Park

re et Gl en no n St

250

Feet

Existing Shoreline

a n S tr ee t

Figure 13: Phase 3 Detail Plan Proposed River Walk Path

d le y S tr e e t

r ee t e al y S t

CTS

Proposed Onroad River Walk Extension

t Co nco rd Str ee

SEGMENT 4

Buildings With Highest Flood Risk - 2050

SEGMENT 12

SEGMENT 11

SEGMENT 10

SEGMENT 4

SEGMENT 3

Building to be Removed

Ame Engi Fa CTS

PHASE 5

Buildings With Highest Flood Risk - 2030

Precix / Acushnet Rubber

Municipal Park

Approximate Elevations A: 6.1 ft B: 4.7 ft C: 11.3 ft D: 11.0 ft E: 6.7 ft F: 10.8 ft G: 7.5 ft H: 5.3 ft I: 4.3 ft

River Road

Acushnet Company / Titleist

Former Aerovox Site

Gateways and Promontories

Perry Street

Dun can Stre et

Had ley Stre et

Existing Shoreline

PHASE 4

PHASE 3

SEGMENT 3

Proposed Onroad River Walk Extension

ood / ood / Lustiano F ng Lustiano F ng Star Plati Star Plati

SEGMENT 9

SEGMENT 3

SEGMENT 2

SEGMENT 1

River Walk Follows Existing Path + Driveway

Co vel l Str eet

H SEGMENT 10

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

SEGMENT 3

SEGMENT 2

SEGMENT 1

1,000

SEGMENT 1 750

Proposed River Walk Path

Ame Engi Fa Whaler

Belleville Avenue Darn It! Inc.

PHASE 1

PHASE 4

Whaler

BROOKLAWN PARK

Kearsarge Street

EXPANDED ECOLOGICAL RESTORATION ZONE

PHASE 2

SEGMENT 1 500

Hat ch Stre et

US Party Nashawena Company East Mills

River Bank Lofts Powder Pro

SEGMENT 6

SEGMENT 5

SEGMENT 4

CANOE LAUNCH SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

250

Cli ffo rd Str eet

et Ba te s St re

Ro ad

Street TIEDesautels INTO EXISTING PATH NETWORK

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

Cen tral Ave nue

Be lle vi lle

tr e e t H e a ly S

PHASE 4

Feet

Irvin gton Cour t

St re et

verside

St re et

M an om et

Victoria Ri

Eu ge ni a

St re et

Hope Street

Ave nu

American Engineered Fabrics

Buildings With Highest Flood Risk - 2050

Me rril l Str ee t

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

St re et

Ti nk ha m

St re et

W hi tm an

d N ash R oa

Av en ue

H at ha w ay

eville

od / Lustiano Foing Star Plat

Sawyer Street Facility / Jacobs Engineering Work Zone

tr ee t E ar le S

Bell

M ad ei ra

Sawyer Street Facility / Jacobs Engineering Work Zone

Th Rope e works

Taco Bell

tr ee t D avis S

Mark

St re et

ve nu e C of fin A

ket tbas

C ol le tte

en ue Ph ill ip s Av

S tr ee t

RIVERSIDE PARK

re et

ue Aven

tr ee t D ea ne S

Bu lla rd

Belleville Avenue

t St re et No rth Fr on

ee t N ye S tr

St re et

tr e e t H o lly S

reet Sawyer St

Taco Bell

Ta llm an

Building to be Removed

et Qu er y St re

ket

as rketb

RIVERSIDE PARK

Th Rope e works Sawyer Street Facility / Jacobs Engineering Work Zone hnet Acus

Str eet

Irvin gton Stre et

t e l l St re e

1,000

100

ing tonHighest Flood Risk - 2030 ArlWith Buildings t Pri nce ton Str ee

750

Gateways and Promontories

Municipal Park

Sh aw Str ee t

500

Existing Shoreline

re et Gl en no n St

250

Th Rope eBelleville Avenue Figuresk14: Plan et Phasewo4rksDetail Proposed River Walk Path a b t arke River Walk Follows Existing Feet M Feet Path + Driveway

e e n A ve nu Co ff in A ve nu

eet

re e t

t e l l St re e

PARK

Precix / Acushnet Rubber

Existing Shoreline

Gateways and Promontories

River Walk Follows Existing Path + Driveway

Municipal Park

Buildings With Highest Flood Risk - 2030

Proposed Onroad River Walk Extension

Building to be Removed

Buildings With Highest Flood Risk - 2050

SEGMENT 12

SEGMENT 11

PHASE 5

Proposed River Walk Path

100

River Road

PHASE 3

SEGMENT 11

SEGMENT 12

OVERLOOK + PIER

SEGMENT 10

SEGMENT 9

PHASE 1

PHASE 5

Approximate Elevations A: 4.5 ft B: 7.2 ft C: 4.5 ft D: 5.8 ft

Perry Street

Dun can Stre et

Former Aerovox Site

Pico Stone John’s Auto / Imports and SK Machine Supply Co. SEGMENT 10

SEGMENT 12

Acushnet Company / Titleist

Darn It! Inc.

SEGMENT 9

SEGMENT 8

SEGMENT 7

SEGMENT 6

SEGMENT 7

D SEGMENT 11

SEGMENT 11

1,000

Had ley Stre et

Powder Pro

SEGMENT 6

SEGMENT 5

SEGMENT 4

SEGMENT 5

SEGMENT 10

750

Sy lvi a St re et

Belleville Avenue US Party Nashawena Company East Mills

River Bank Lofts

St re et

verside

Victoria Ri

BROOKLAWN PARK

Kearsarge Street

CTS

500

Co vel l Str eet

American Engineered Fabrics

PHASE 2

SEGMENT 10

SEGMENT 9

250

Irvin gton Cour t

Hat ch Stre et

M an om et

Riverside Avenue Whaler’s Care CLIFTEX Corp. Assisted Living

Whaler’s Place

PHASE 3

Cli ffo rd Str eet

tr e e t H e a ly S

New Bedford Riverwalk Conceptual Alignment and Potential Public Amenities

Feet

Cen tral Ave nue

Precix / Acushnet Rubber

et Ba te s St re

Ro ad

St re et

Me rril l Str ee t

Hope Street

Ave nu

et Qu er y St re

Be lle vi lle

Eu ge ni a

W hi tm an

St re et

River Road

d N ash R oa

Ti nk ha m

EXPANDED ECOLOGICAL RESTORATION ZONE

Desautels Street

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

SEGMENT 2

SEGMENT 1

PHASE 4

Former Aerovox Site

eville

St re et

Bell

Av en ue

H at ha w ay

tr ee t E ar le S

Sawyer Street Facility / Jacobs Engineering Work Zone

od / Lustiano Foing Star Plat

tr ee t D avis S

Bell

St re et

Th Rope e works

M ad ei ra

ve nu e C of fin A

RIVERSIDE PARK

Mark

C ol le tte

en ue Ph ill ip s Av

Acushnet Company / Titleist

S tr ee t

tr ee t D ea ne S

Bu lla rd

St re et

ee t N ye S tr

Ta llm an

tr e e t H o lly S

reet Sawyer St

Belleville Avenue

t Co nco rd Str ee

TO RIVERS END PARK

t St re et No rth Fr on

ket tbas

Irvin gton Stre et

Proposed Onroad River Walk Extension

Belleville Avenue

re et

t Pri nce ton Str ee

TO BROOKLAWN Buildings With Highest Flood Risk - 2050 Building to be Removed Kearsar ge Street

100

ue Aven hnet Acus

arn It! Inc.

lawn Court

1,000

Str eet

ing tonHighest Flood Risk - 2030 ArlWith Buildings Sh aw Str ee t

750

owa rd Av nue

500

Gateways and Promontories

re et Gl en no n St

250

Municipal Park

River Walk Follows Existing Path + Driveway

Feet

Existing Shoreline

Perry Stree t

a n S tr ee t

d le y S tr e e t

Figure 15: Phase 5 Detail Plan Proposed River Walk Path

CTS

APPENDIX B

CONCEPTUAL COST ESTIMATES

101

102

New Bedford Riverwalk Coceptual Cost Estimates Draft February 2020

METHODOLOGY The conceptual cost estimates for the New Bedford Riverwalk were developed for the purpose of comparing the order-of-magnitude costs of various segments under consideration. These conceptual cost estimates were developed based on MassDOT's weighted average bid price application on the MassDOT website. For developing the conceptual estimate, Stantec used the MassDOT weighted average bid price application and used prices for January 2020. Costs fpr planning, permitting, and engineering design were added at 15% of construction. All costs were escalated 4.0% annually to the anticipated construction year. Gateway Construction Assumptions: Costs of the 'Riverwalk Gateway' features were developed for the 2014 New Bedford Riverwalk Planning and Design Feasibility Study. The costs of these gateway feature provided in that study were inflated 4% annually to the 2020 base year. Trail Construction Assumptions: The base cost is for the construction of the trail and side slopes, with 1' increase over the existing grade. Add Alternate 1 will increase the profile by an additional 0.5 feet and add alternate 2 will add 1' of height to the profile. It is possible that if the proposed haul road were constructed with the trail in mind, on the intended trail alignment and at the appropriate grade, then a cost savings in clearing, ordinary borrow, gravel borrow could be realized. Future financial planning would require a more detailed cost estimate based on a higher level of design. 35% Contingency: The 35% contingency added to these conceptual costs is to account for unknown, but not unexpected costs. These could include, but are not limited to: environmental mitigation, hazardous soil management/disposal, utility relocation, and traffic management. See exclusions for a list of items expressly unaccounted for in these conceptual costs. Exclusions: These conceptual cost estimates do not include the cost of ancillary features such as a canoe launch, overlook/pier, etc. Below is a list of other items that are not accounted for at this time. • Disposal costs of contaminated soil • Fill in capped contamination areas • Shoreline Stabilization

103

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES Draft January 2020

ASSUMPTIONS:

UNIT PRICES

- Trail cost per foot is based on the design below and MassDOT District 5 unit prices as listed on the MassDOT Website on 14 January 2020. - Trail is assumed to be 10 feet wide HMA with 12:1 grass shoulders for 2 feet either side and 6:1 grass slopes to existing. Existing terrain apears relitively level throughout. Trail is to be raise 1' above existing ground. - In the base design the trail is placed on existing ground with the only raise in the profile from the pavement box. As alternative, 6 inches and 1 foot of fill will be added to raise the trail by 18" above existing or 24" above existing. - On road protions of the trail will be striped, 8 feet wide with sharrows witin the striped area. TRAIL CONSTRUCTION COST (COST PER FOOT): CLEARING AND GRUBING (ITEM 101.) 26' WIDE X 1' LONG =

GRAVEL BORROW (ITEM 151.) 8" DEEP X 26' WIDE X 1' LONG =

SUPERPAVE INTERMEDIATE COURSE (SIC-19.0) (ITEM 450.32) 2.5" DEEP X 10' WIDE X 1' LONG =

SUPERPAVE SURFACE COURSE (SSC-9.5) (ITEM 450.22) 1.5" DEEP X 10' WIDE X 1' LONG =

26.00 0.0006 $50,000.00 $29.84

SF PER FT AC PER FT $ PER AC $ PER FT

17.33 0.64 $55.00 $35.31

CF PER FT CY PER FT $ PER CY $ PER FT

0.16 TONS $145.00 $ PER TON $22.56 $ PER FT

0.09 TONS $140.00 $ PER TON $13.07 $ PER FT

2 OF 41 104

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES Draft January 2020

UNIT PRICES LOAM BORROW (ITEM 751.) 4" DEEP X 8' WIDE X 2 SIDES X 1' LONG =

SEEDING (ITEM 765.) 8' WIDE X 2 SIDES X 1' LONG =

WOOD RAIL FENCE ON WATER SIDE (ITEM 655.3 ) 1' LONG =

FLUSH GRANITE CURB (ITEM 504.) 1' LONG =

5.33 0.20 $50.00 $9.88

CF PER FT CY PER FT $ PER CY $ PER FT

16.00 1.78 $2.50 $4.44

SF PER FT SY PER FT $ PER SY $ PER FT

1.00 FT PER FT $40.00 $ PER FT $40.00 $ PER FT

1.00 FT PER FT $50.00 $ PER FT $50.00 $ PER FT

TRAIL CONSTRUCTION COST PER FOOT SAY

$205.10 $ PER FOOT $210.00 $ PER FOOT

3 OF 41 105

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES Draft January 2020

UNIT PRICES ADD ALTERNATE 1 - RAISE PROFILE BY 18 INCHES CLEARING AND GRUBING (ITEM 101.) 6' WIDE X 1' LONG =

ORDINARY BORROW (ITEM 150.) 6" DEEP X 32' WIDE X 1' LONG =

GRAVEL BORROW (ITEM 151.) 8" DEEP X 6' WIDE X 1' LONG =

LOAM BORROW (ITEM 751.) 4" DEEP X 6' WIDE X 2 SIDES X 1' LONG =

SEEDING (ITEM 765.) 6' WIDE X 2 SIDES X 1' LONG =

ADDITIONAL TRAIL CONSTRUCTION COST PER FOOT SAY

6.00 0.0001 $50,000.00 $6.89

SF PER FT AC PER FT $ PER AC $ PER FT

16.00 0.59 $30.00 $17.78

CF PER FT CY PER FT $ PER CY $ PER FT

4.00 0.15 $55.00 $8.15

CF PER FT CY PER FT $ PER CY $ PER FT

4.00 0.15 $50.00 $7.41

CF PER FT CY PER FT $ PER CY $ PER FT

12.00 1.33 $2.50 $3.33

SF PER FT SY PER FT $ PER SY $ PER FT

$43.55 $ PER FOOT $50.00 $ PER FOOT

4 OF 41 106

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES Draft January 2020

UNIT PRICES ADD ALTERNATE 2 - RAISE PROFILE BY 24 INCHES CLEARING AND GRUBING (ITEM 101.) 12' WIDE X 1' LONG =

ORDINARY BORROW (ITEM 150.) 6" DEEP X 38' WIDE X 1' LONG =

GRAVEL BORROW (ITEM 151.) 8" DEEP X 12' WIDE X 1' LONG =

LOAM BORROW (ITEM 751.) 4" DEEP X 12' WIDE X 2 SIDES X 1' LONG =

SEEDING (ITEM 765.) 12' WIDE X 2 SIDES X 1' LONG =

ADDITIONAL TRAIL CONSTRUCTION COST PER FOOT SAY

12.00 0.0003 $50,000.00 $13.77

SF PER FT AC PER FT $ PER AC $ PER FT

19.00 0.70 $30.00 $21.11

CF PER FT CY PER FT $ PER CY $ PER FT

8.00 0.30 $55.00 $16.30

CF PER FT CY PER FT $ PER CY $ PER FT

8.00 0.30 $50.00 $14.81

CF PER FT CY PER FT $ PER CY $ PER FT

24.00 2.67 $2.50 $6.67

SF PER FT SY PER FT $ PER SY $ PER FT

$72.66 $ PER FOOT $80.00 $ PER FOOT

5 OF 41 107

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES Draft January 2020

UNIT PRICES ON-ROAD TRAIL CONSTRUCTION COST (COST PER FOOT): 12 INCH REFLECTORIZED WHITE LINE (ITEM 860.112) 2 LINES (ONE ON EACH SIDE) X 1' LONG =

2.00 FT PER FT $2.00 $ PER FT $4.00 $ PER FT

PAVEMENT LEGEND REFLECTORIZED WHITE (PAINTED) (ITEM 864.03) 2 SHARROWS PER 100 FEET 0.12 SF PER FT EACH SHARROW IS 6 SF $5.00 $ PER SF $0.60 $ PER FT

ON-ROAD TRAIL CONSTRUCTION COST PER FOOT SAY

$4.60 $ PER FOOT $10.00 $ PER FOOT

6 OF 41 108

109

MARKET BASKET SITE 2027 JACOBS ENGINEERING WORK ZONE 2027 RIVERSIDE PARK AND STAR PLATING 2027 AMERICAN ENGINEERED FABRICS 2025 VICTORIA RIVERSIDE 2025 CLIFTEX SITE 2024 RIVER BANK LOFTS 2024 NASHAWENA MILLS SITE 2024 DARN IT! INC. SITE 2024 TITLEIST SITE 2026 FORMER AEROVOX SITE 2027

DESC / PHASE YEAR

SEGMENT

$245,000 $147,000 $1,881,000 $765,000 $7,225,000

$126,000 $1,608,000 $605,000 $5,490,000

$902,000

$742,000

$209,000

$1,045,000

$859,000

$941,000

$817,000

$621,000

$804,000

$3,410,000

$2,591,000

BASE COST 2020 PHASE YEAR $761,000 $1,001,000

$5,617,000

$668,000

$1,696,000

$146,000

$223,000

$860,000

$799,000

$910,000

$668,000

$2,686,000

$7,391,000

$845,000

$1,984,000

$171,000

$261,000

$1,005,000

$973,000

$1,107,000

$878,000

$3,535,000

ADD ALT 1 PHASE YEAR $807,000 $1,062,000

SUMMARY BY SEGMENT

Draft January 2020

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES

$5,692,600

$705,300

$1,747,900

$158,100

$230,600

$892,300

$833,700

$939,200

$695,200

$2,743,200

7 OF 41

$7,491,000

$893,000

$2,045,000

$185,000

$270,000

$1,044,000

$1,015,000

$1,143,000

$915,000

$3,610,000

ADD ALT 2 PHASE YEAR $834,800 $1,099,000

110

TOTAL

PHASE YEAR / SITE 2024 CLIFTEX SITE RIVER BANK LOFTS NASHAWENA MILLS SITE DARN IT! INC. SITE

2026

2027 PHASE 5 FORMER AEROVOX SITE 11

TOTAL

PHASE 4 2027 MARKET BASKET SITE 1 JACOBS ENGINEERING WORK ZONE 2 RIVERSIDE PARK AND STAR PLATING 3

PHASE 3 TITLEIST SITE 10

TOTAL

PHASE 2 2025 AMERICAN ENGINEERED FABRICS 4 VICTORIA RIVERSIDE 5

PHASE 1 6 7 8 9

PHASE / SEGMENT

$5,490,000

$3,973,000

$761,000 $2,591,000 $621,000

$605,000

$1,601,000

$859,000 $742,000

$2,747,000

$804,000 $209,000 $126,000 $1,608,000

$7,225,000

$5,228,000

$1,001,000 $3,410,000 $817,000

$765,000

$1,947,000

$1,045,000 $902,000

$3,214,000

$941,000 $245,000 $147,000 $1,881,000

BASE COST 2020 PHASE YEAR

$5,617,000

$4,161,000

$807,000 $2,686,000 $668,000

$668,000

$1,709,000

$910,000 $799,000

$2,925,000

$7,391,000

$5,475,000

$1,062,000 $3,535,000 $878,000

$845,000

$2,080,000

$1,107,000 $973,000

$3,421,000

$1,005,000 $261,000 $171,000 $1,984,000

ADD ALT 1 PHASE YEAR $860,000 $223,000 $146,000 $1,696,000

SUMMARY BY PHASE

Draft January 2020

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES

$5,692,600

$4,273,200

$834,800 $2,743,200 $695,200

$705,300

$1,772,900

$939,200 $833,700

$3,028,900

$892,300 $230,600 $158,100 $1,747,900

$7,491,000

$5,624,000

$1,099,000 $3,610,000 $915,000

$893,000

$2,158,000

$1,143,000 $1,015,000

$3,544,000

$1,044,000 $270,000 $185,000 $2,045,000

ADD ALT 2 PHASE YEAR

8 OF 41

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 1 - MARKET BASKET SITE FROM SAWYER STREET , OPPOSITE TACO BELL AND MARKET BASKET TO THE JOCOBS ENGINEERING WORK ZONE. TRAIL IS MOSTLY OFF ROAD, WITH A SMALL SECTION ON ROAD AT THE JACOBS SITE. TRAIL CONSTRUCTION 545 foot trail length $210 per foot of length

$114,450.00

ON-ROAD TRAIL CONSTRUCTION 40 foot roadway length $10 per foot of length

$400.00

RIVERWALK GATEWAY (2) South Entrance ($114,500) Southern Promontory ($186,200)

$300,700.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 3,945 size of area in square feet $8 per square foot of area

$31,560.00

SUBTOTAL

$447,110.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$67,070.00

LANDSCAPING (5% of construction cost)

$22,360.00

DRAINAGE (5% of construction cost)

$22,360.00

SIGNAGE (1% of construction cost)

Subtotal:

$4,480.00 $563,380.00

Contingencies* (35%):

$197,183.00

Total (2020): $760,563.00 SAY $761,000.00 Total (2027): $1,000,824.85 SAY $1,001,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

9 OF 41 111

SEGMENT 1 - ALTERNATIVE 1

$27,250.00

545 foot roadway length $50 per foot of length

SUBTOTAL

$474,360.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$71,160.00

LANDSCAPING (5% of construction cost)

$23,720.00

DRAINAGE (5% of construction cost)

$23,720.00

SIGNAGE (1% of construction cost)

$4,750.00 Subtotal:

$597,710.00

Contingencies* (35%):

$209,198.50

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$806,908.50 $807,000.00 $1,061,810.90 $1,062,000.00

10 OF 41 112

SEGMENT 1 - ALTERNATIVE 2

$43,600.00

545 foot roadway length $80 per foot of length

SUBTOTAL

$490,710.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$73,610.00

LANDSCAPING (5% of construction cost)

$24,540.00

DRAINAGE (5% of construction cost)

$24,540.00

SIGNAGE (1% of construction cost)

$4,910.00 Subtotal:

$618,310.00

Contingencies* (35%):

$216,408.50

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$834,718.50 $834,800.00 $1,098,406.07 $1,099,000.00

11 OF 41 113

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 2 - JACOBS ENGINEERING WORK ZONE FROM SAWYER STREET AROUND THE JACOBS WORK ZONE TO RIVERSIDE PARK. TRAIL IS ALL OFF ROAD. TRAIL CONSTRUCTION 1,120 foot roadway length $210 per foot of length

$235,200.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 42,443 size of area in square feet $8 per square foot of area

$339,544.00

ECOLOGICAL / RECREATIONAL RESTORATION (CITY OF NEW BED) 118,538 size of area in square feet $8 per square foot of area

$948,304.00

SUBTOTAL

$1,523,048.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$228,460.00

LANDSCAPING (5% of construction cost)

$76,160.00

DRAINAGE (5% of construction cost)

$76,160.00

SIGNAGE (1% of construction cost)

$15,240.00 Subtotal:

$1,919,068.00

Contingencies* (35%):

$671,673.80

Total (2020): $2,590,741.80 SAY $2,591,000.00 Total (2027): $3,409,157.13 SAY $3,410,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

114

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 2 - JACOBS ENGINEERING WORK ZONE

SEGMENT 2 - ALTERNATIVE 1

$56,000.00

1,120 foot roadway length $50 per foot of length

SUBTOTAL

$1,579,048.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$236,860.00

LANDSCAPING (5% of construction cost)

$78,960.00

DRAINAGE (5% of construction cost)

$78,960.00

SIGNAGE (1% of construction cost)

$15,800.00 Subtotal:

$1,989,628.00

Contingencies* (35%):

$696,369.80

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

115

$2,685,997.80 $2,686,000.00 $3,534,504.51 $3,535,000.00

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 2 - JACOBS ENGINEERING WORK ZONE

SEGMENT 2 - ALTERNATIVE 2

$89,600.00

1,120 foot roadway length $80 per foot of length

SUBTOTAL

$1,612,648.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$241,900.00

LANDSCAPING (5% of construction cost)

$80,640.00

DRAINAGE (5% of construction cost)

$80,640.00

SIGNAGE (1% of construction cost)

$16,130.00 Subtotal:

$2,031,958.00

Contingencies* (35%):

$711,185.30

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

116

$2,743,143.30 $2,743,200.00 $3,609,702.27 $3,610,000.00

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 3 - RIVERSIDE PARK AND STAR PLATING FROM JACOBS WORK ZONE, THROUGH RIVERSIDE PARK TO COFFIN AVENUE TO THE WATER AT STAR PLATING. THE SECTION ALONG COFFIN AVENUE WILL BE ON ROAD. TRAIL CONSTRUCTION 550 foot roadway length $210 per foot of length

$115,500.00

ON-ROAD TRAIL CONSTRUCTION 870 foot roadway length $10 per foot of length

$8,700.00

$240,480.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 30,060 size of area in square feet $8 per square foot of area SUBTOTAL

$364,680.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$54,710.00

LANDSCAPING (5% of construction cost)

$18,240.00

DRAINAGE (5% of construction cost)

$18,240.00

SIGNAGE (1% of construction cost)

Subtotal:

$3,650.00 $459,520.00

Contingencies* (35%):

$160,832.00

Total (2020): $620,352.00 SAY $621,000.00 Total (2027): $816,321.20 SAY $817,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

117

15 OF 41

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 3 - RIVERSIDE PARK AND STAR PLATING

SEGMENT 3 - ALTERNATIVE 1

$27,500.00

550 foot roadway length $50 per foot of length

SUBTOTAL

$392,180.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$58,830.00

LANDSCAPING (5% of construction cost)

$19,610.00

DRAINAGE (5% of construction cost)

$19,610.00

SIGNAGE (1% of construction cost)

$3,930.00 Subtotal:

$494,160.00

Contingencies* (35%):

$172,956.00

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

118

$667,116.00 $668,000.00 $877,857.94 $878,000.00

16 OF 41

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 3 - RIVERSIDE PARK AND STAR PLATING

SEGMENT 3 - ALTERNATIVE 2

$44,000.00

550 foot roadway length $80 per foot of length SUBTOTAL

$408,680.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST)

$61,310.00

LANDSCAPING (5% of construction cost)

$20,440.00

DRAINAGE (5% of construction cost)

$20,440.00

SIGNAGE (1% of construction cost)

$4,090.00 Subtotal:

$514,960.00

Contingencies* (35%):

$180,236.00

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

119

$695,196.00 $695,200.00 $914,808.42 $915,000.00

17 OF 41

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 4 - AMERICAN ENGINEERED FABRICS FROM COFFIN AVENUE ACROSS AMERICAN ENGINEERED FABRICS SITE. TRAIL IS ALL OFF ROAD. TRAIL CONSTRUCTION 590 foot roadway length $210 per foot of length

$123,900.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 1,060 size of area in square feet $8 per square foot of area

$8,480.00

ECOLOGICAL / RECREATIONAL RESTORATION (CITY OF NEW BED) 11,640 size of area in square feet $8 per square foot of area RIVERWALK GATEWAY (2) Gateway 1 Riverside Avenue ($144,500) Gateway 2 Coffin Avenue ($134,900)

$279,400.00

SUBTOTAL

$504,900.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$75,740.00

LANDSCAPING (5% of construction cost)

$25,250.00

DRAINAGE (5% of construction cost)

$25,250.00

SIGNAGE (1% of construction cost)

$93,120.00

$5,050.00 Subtotal:

$636,190.00

Contingencies* (35%):

$222,666.50

Total (2020): $858,856.50 SAY $859,000.00 Total (2025): $1,044,970.70 SAY $1,045,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, 120 etc.

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 4 - AMERICAN ENGINEERED FABRICS

SEGMENT 4 - ALTERNATIVE 1

$29,500.00

590 foot roadway length $50 per foot of length

SUBTOTAL

$534,400.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$80,160.00

LANDSCAPING (5% of construction cost)

$26,720.00

DRAINAGE (5% of construction cost)

$26,720.00

SIGNAGE (1% of construction cost)

$5,350.00 Subtotal:

$673,350.00

Contingencies* (35%):

$235,672.50

Total (2020): $909,022.50 SAY $910,000.00 Total (2025): $1,106,007.68 SAY $1,107,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

121

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 4 - AMERICAN ENGINEERED FABRICS

SEGMENT 4 - ALTERNATIVE 2

$47,200.00

590 foot roadway length $80 per foot of length

SUBTOTAL

$552,100.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$82,820.00

LANDSCAPING (5% of construction cost)

$27,610.00

DRAINAGE (5% of construction cost)

$27,610.00

SIGNAGE (1% of construction cost)

$5,530.00 Subtotal:

$695,670.00

Contingencies* (35%):

$243,484.50

Total (2020): $939,154.50 SAY $939,200.00 Total (2025): $1,142,669.28 SAY $1,143,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

122

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 5 - VICTORIA RIVERSIDE

BETWEEN AMERICAN ENGINEERED FABRICS AND MANOMET STREET. TRAIL IS ALL OFF ROAD. TRAIL CONSTRUCTION 680 foot roadway length $210 per foot of length

$142,800.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 8,696 size of area in square feet $8 per square foot of area

$69,568.00

RIVERWALK GATEWAY Gateway 3 Manomet Street

$223,300.00

SUBTOTAL

$435,668.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$65,360.00

LANDSCAPING (5% of construction cost)

$21,790.00

DRAINAGE (5% of construction cost)

$21,790.00

SIGNAGE (1% of construction cost)

$4,360.00 Subtotal:

$548,968.00

Contingencies* (35%):

$192,138.80

Total (2020): $741,106.80 SAY $742,000.00 Total (2025): $901,704.64 SAY $902,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc. 21 OF 41 123

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 5 - VICTORIA RIVERSIDE

SEGMENT 5 - ALTERNATIVE 1

$34,000.00

680 foot roadway length $50 per foot of length

SUBTOTAL

$469,668.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$70,460.00

LANDSCAPING (5% of construction cost)

$23,490.00

DRAINAGE (5% of construction cost)

$23,490.00

SIGNAGE (1% of construction cost)

$4,700.00 Subtotal:

$591,808.00

Contingencies* (35%):

$207,132.80

Total (2020): SAY Total (2025): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$798,940.80 $799,000.00 $972,071.27 $973,000.00

22 OF 41 124

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 5 - VICTORIA RIVERSIDE

SEGMENT 5 - ALTERNATIVE 2

$54,400.00

680 foot roadway length $80 per foot of length

SUBTOTAL

$490,068.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$73,520.00

LANDSCAPING (5% of construction cost)

$24,510.00

DRAINAGE (5% of construction cost)

$24,510.00

SIGNAGE (1% of construction cost)

$4,910.00 Subtotal:

$617,518.00

Contingencies* (35%):

$216,131.30

Total (2020): $833,649.30 SAY $833,700.00 Total (2025): $1,014,301.10 SAY $1,015,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

23 OF 41 125

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 6 - CLIFTEX CORP FROM MANOMET STREET TO POWDER PRO SITE. TRAIL IS ALL OFF ROAD. TRAIL CONSTRUCTION 650 foot roadway length $210 per foot of length

$136,500.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 18,857 size of area in square feet $8 per square foot of area

$150,856.00

ECOLOGICAL / RECREATIONAL RESTORATION (CITY OF NEW BED) 23,143 size of area in square feet $8 per square foot of area

$185,144.00

SUBTOTAL

$472,500.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$70,880.00

LANDSCAPING (5% of construction cost)

$23,630.00

DRAINAGE (5% of construction cost)

$23,630.00

SIGNAGE (1% of construction cost)

$4,730.00 Subtotal:

$595,370.00

Contingencies* (35%):

$208,379.50

Total (2020): $803,749.50 SAY $804,000.00 Total (2024): $940,306.54 SAY $941,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

24 OF 41 126

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 6 - CLIFTEX CORP

SEGMENT 6 - ALTERNATIVE 1

$32,500.00

650 foot roadway length $50 per foot of length

SUBTOTAL

$505,000.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$75,750.00

LANDSCAPING (5% of construction cost)

$25,250.00

DRAINAGE (5% of construction cost)

$25,250.00

SIGNAGE (1% of construction cost)

$5,050.00 Subtotal:

$636,300.00

Contingencies* (35%):

$222,705.00

Total (2020): $859,005.00 SAY $860,000.00 Total (2024): $1,004,949.95 SAY $1,005,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

25 OF 41 127

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 6 - CLIFTEX CORP

SEGMENT 6 - ALTERNATIVE 2

$52,000.00

650 foot roadway length $80 per foot of length

SUBTOTAL

$524,500.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$78,680.00

LANDSCAPING (5% of construction cost)

$26,230.00

DRAINAGE (5% of construction cost)

$26,230.00

SIGNAGE (1% of construction cost)

$5,250.00 Subtotal:

$660,890.00

Contingencies* (35%):

$231,311.50

Total (2020): $892,201.50 SAY $892,300.00 Total (2024): $1,043,786.53 SAY $1,044,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

26 OF 41 128

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 7 - RIVER BANK LOFTS ACROSS THE RIVER BANK LOFTS SITE. TRAIL IS PART ON AND PART OFF ROAD. TRAIL CONSTRUCTION 160 foot roadway length $210 per foot of length

$33,600.00

ON-ROAD TRAIL CONSTRUCTION 510 foot roadway length $10 per foot of length

$5,100.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 5,273 size of area in square feet $8 per square foot of area

$42,184.00

ECOLOGICAL / RECREATIONAL RESTORATION (CITY OF NEW BED) 5,227 size of area in square feet $8 per square foot of area

$41,816.00

SUBTOTAL

$122,700.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$18,410.00

LANDSCAPING (5% of construction cost)

$6,140.00

DRAINAGE (5% of construction cost)

$6,140.00

SIGNAGE (1% of construction cost)

$1,230.00 Subtotal:

$154,620.00

Contingencies* (35%):

$54,117.00

Total (2020): $208,737.00 SAY $209,000.00 Total (2024): $244,201.42 SAY $245,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

27 OF 41 129

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 7 - RIVER BANK LOFTS

SEGMENT 7 - ALTERNATIVE 1

$8,000.00

160 foot roadway length $50 per foot of length

SUBTOTAL

$130,700.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$19,610.00

LANDSCAPING (5% of construction cost)

$6,540.00

DRAINAGE (5% of construction cost)

$6,540.00

SIGNAGE (1% of construction cost)

$1,310.00 Subtotal:

$164,700.00

Contingencies* (35%):

$57,645.00

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$222,345.00 $223,000.00 $260,121.42 $261,000.00

28 OF 41 130

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 7 - RIVER BANK LOFTS

SEGMENT 7 - ALTERNATIVE 2

$12,800.00

160 foot roadway length $80 per foot of length

SUBTOTAL

$135,500.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$20,330.00

LANDSCAPING (5% of construction cost)

$6,780.00

DRAINAGE (5% of construction cost)

$6,780.00

SIGNAGE (1% of construction cost)

$1,360.00 Subtotal:

$170,750.00

Contingencies* (35%):

$59,762.50

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$230,512.50 $230,600.00 $269,676.57 $270,000.00

29 OF 41 131

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 8 - NASHAWENA MILL ACROSS THE NASHAWENA MILLS SITE. TRAIL IS PART OFF ROAD AND PART ON ROAD. TRAIL CONSTRUCTION 240 foot roadway length $210 per foot of length

$50,400.00

ON-ROAD TRAIL CONSTRUCTION 90 foot roadway length $10 per foot of length

$900.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 2,800 size of area in square feet $8 per square foot of area

$22,400.00

SUBTOTAL

$73,700.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST LANDSCAPING (5% of construction cost)

$3,690.00

DRAINAGE (5% of construction cost)

$3,690.00

SIGNAGE (1% of construction cost)

$11,060.00

$740.00 Subtotal:

$92,880.00

Contingencies* (35%):

$32,508.00

Total (2020): $125,388.00 SAY $126,000.00 Total (2024): $146,691.42 SAY $147,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

30 OF 41 132

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 8 - NASHAWENA MILL

SEGMENT 8 - ALTERNATIVE 1

$12,000.00

240 foot roadway length $50 per foot of length

SUBTOTAL

$85,700.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$12,860.00

LANDSCAPING (5% of construction cost)

$4,290.00

DRAINAGE (5% of construction cost)

$4,290.00

SIGNAGE (1% of construction cost)

$860.00 Subtotal:

$108,000.00

Contingencies* (35%):

$37,800.00

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$145,800.00 $146,000.00 $170,571.42 $171,000.00

31 OF 41 133

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 8 - NASHAWENA MILL

SEGMENT 8 - ALTERNATIVE 2

$19,200.00

240 foot roadway length $80 per foot of length

SUBTOTAL

$92,900.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$13,940.00

LANDSCAPING (5% of construction cost)

$4,650.00

DRAINAGE (5% of construction cost)

$4,650.00

SIGNAGE (1% of construction cost)

$930.00 Subtotal:

$117,070.00

Contingencies* (35%):

$40,974.50

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$158,044.50 $158,100.00 $184,896.26 $185,000.00

32 OF 41 134

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 9 - DARN IT! INC ACROSS THE US PARTY COMPANY EAST AND DARN IT! INC. SITE. TRAIL IS OFF ROAD. TRAIL CONSTRUCTION 1,030 foot roadway length $210 per foot of length

$216,300.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 55,963 size of area in square feet $8 per square foot of area

$447,704.00

RIVERWALK GATEWAY Northern Promontory

$281,100.00

SUBTOTAL

$945,104.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST LANDSCAPING (5% of construction cost)

$47,260.00

DRAINAGE (5% of construction cost)

$47,260.00

SIGNAGE (1% of construction cost)

$141,770.00

$9,460.00 Subtotal:

$1,190,854.00

Contingencies* (35%):

$416,798.90

Total (2020): $1,607,652.90 SAY $1,608,000.00 Total (2024): $1,880,793.13 SAY $1,881,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

33 OF 41 135

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 9 - DARN IT! INC

SEGMENT 9 - ALTERNATIVE 1

$51,500.00

1,030 foot roadway length $50 per foot of length

SUBTOTAL

$996,604.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$149,500.00

LANDSCAPING (5% of construction cost)

$49,840.00

DRAINAGE (5% of construction cost)

$49,840.00

SIGNAGE (1% of construction cost)

$9,970.00 Subtotal:

$1,255,754.00

Contingencies* (35%):

$439,513.90

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$1,695,267.90 $1,696,000.00 $1,983,293.92 $1,984,000.00

34 OF 41 136

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 9 - DARN IT! INC

SEGMENT 9 - ALTERNATIVE 2

$82,400.00

1,030 foot roadway length $80 per foot of length

SUBTOTAL

$1,027,504.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$154,130.00

LANDSCAPING (5% of construction cost)

$51,380.00

DRAINAGE (5% of construction cost)

$51,380.00

SIGNAGE (1% of construction cost)

$10,280.00 Subtotal:

$1,294,674.00

Contingencies* (35%):

$453,135.90

Total (2020): SAY Total (2024): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$1,747,809.90 $1,747,900.00 $2,044,762.80 $2,045,000.00

35 OF 41 137

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 10 TITLEIST SITE ACROSS THE TITLEIST SITE. TRAIL IS OFF ROAD. TRAIL CONSTRUCTION 740 foot roadway length $210 per foot of length

$155,400.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 25,000 size of area in square feet $8 per square foot of area

$200,000.00

SUBTOTAL

$355,400.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$53,310.00

LANDSCAPING (5% of construction cost)

$17,770.00

DRAINAGE (5% of construction cost)

$17,770.00

SIGNAGE (1% of construction cost)

$3,560.00 Subtotal:

$447,810.00

Contingencies* (35%):

$156,733.50

Total (2020): $604,543.50 SAY $605,000.00 Total (2026): $764,928.89 SAY $765,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc.

36 OF 41 138

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 10 TITLEIST SITE

SEGMENT 10 - ALTERNATIVE 1

$37,000.00

740 foot roadway length $50 per foot of length

SUBTOTAL

$392,400.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$58,860.00

LANDSCAPING (5% of construction cost)

$19,620.00

DRAINAGE (5% of construction cost)

$19,620.00

SIGNAGE (1% of construction cost)

$3,930.00 Subtotal:

$494,430.00

Contingencies* (35%):

$173,050.50

Total (2020): SAY Total (2026): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$667,480.50 $668,000.00 $844,563.08 $845,000.00

37 OF 41 139

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 10 TITLEIST SITE

SEGMENT 10 - ALTERNATIVE 2

$59,200.00

740 foot roadway length $80 per foot of length

SUBTOTAL

$414,600.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$62,190.00

LANDSCAPING (5% of construction cost)

$20,730.00

DRAINAGE (5% of construction cost)

$20,730.00

SIGNAGE (1% of construction cost)

$4,150.00 Subtotal:

$522,400.00

Contingencies* (35%):

$182,840.00

Total (2020): SAY Total (2026): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

$705,240.00 $705,300.00 $892,340.17 $893,000.00

38 OF 41 140

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 11 - FORMER AEROVOX SITE ACROSS THE FORMER AEROVOX SITE. TRAIL IS OFF ROAD. TRAIL CONSTRUCTION 1,490 foot roadway length $210 per foot of length

$312,900.00

ON-ROAD TRAIL CONSTRUCTION 0 foot roadway length $10 per foot of length

$0.00

ECOLOGICAL RESTORATION ZONE (NB HARBOR TRUSTEES) 2,285 size of area in square feet $8 per square foot of area

$18,280.00

ECOLOGICAL / RECREATIONAL RESTORATION (CITY OF NEW BED) 334,789 size of area in square feet $8 per square foot of area RIVERWALK GATEWAY (2) Gateway 4 Hadley Street ($95,400) North Entrance - River Road ($122,500)

$217,900.00

SUBTOTAL

$3,227,392.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$484,110.00

LANDSCAPING (5% of construction cost)

$161,370.00

DRAINAGE (5% of construction cost)

$161,370.00

SIGNAGE (1% of construction cost)

$2,678,312.00

$32,280.00 Subtotal:

$4,066,522.00

Contingencies* (35%):

$1,423,282.70

Total (2020): $5,489,804.70 SAY $5,490,000.00 Total (2027): $7,224,034.00 SAY $7,225,000.00 FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION - Contingencies may includes resource area mitigation, utility relocation, traffic management, etc. 141

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 11 - FORMER AEROVOX SITE ACROSS THE FORMER AEROVOX SITE. TRAIL IS OFF ROAD. TRAIL CONSTRUCTION

$312,900.00

SEGMENT 11 - ALTERNATIVE 1

$74,500.00

1,490 foot roadway length $50 per foot of length

SUBTOTAL

$3,301,892.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$495,290.00

LANDSCAPING (5% of construction cost)

$165,100.00

DRAINAGE (5% of construction cost)

$165,100.00

SIGNAGE (1% of construction cost)

$33,020.00 Subtotal:

$4,160,402.00

Contingencies* (35%):

$1,456,140.70

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

142

$5,616,542.70 $5,617,000.00 $7,390,808.54 $7,391,000.00

NEW BEDFORD RIVERWALK CONCEPTUAL ESTIMATES SEGMENT 11 - FORMER AEROVOX SITE ACROSS THE FORMER AEROVOX SITE. TRAIL IS OFF ROAD. TRAIL CONSTRUCTION

$312,900.00

SEGMENT 11 - ALTERNATIVE 2

$119,200.00

1,490 foot roadway length $80 per foot of length

SUBTOTAL

$3,346,592.00

OTHER ITEMS: PLANNING/PERMITTING/ENGINEERING (15% OF CONSTRUCTION COST

$501,990.00

LANDSCAPING (5% of construction cost)

$167,330.00

DRAINAGE (5% of construction cost)

$167,330.00

SIGNAGE (1% of construction cost)

$33,470.00 Subtotal:

$4,216,712.00

Contingencies* (35%):

$1,475,849.20

Total (2020): SAY Total (2027): SAY FUTURE YEARS ASSUME A 4% ANNUAL COST ESCALATION

143

$5,692,561.20 $5,692,600.00 $7,490,841.28 $7,491,000.00

144

APPENDIX C

ACUSHNET RIVER UPLAND RIPARIAN RESTORATION PROJECT

145

146

Acushnet River Upland Riparian Restoration Project

Background

New Bedford Harbor Trustee Council Round IV Environmental Assessment The New Bedford Harbor Trustees selected the Acushnet River Upland Riparian Restoration Project as a preferred habitat restoration alternative in the Council’s Round IV Environmental Assessment (EA). In that EA, $2.9 million was specified to complete design, permitting, and restoration of native vegetation within the upland riparian zone, defined as 25 feet landward of the top of the Coastal Bank of the Acushnet River, including construction of a pedestrian walkway and post-construction monitoring of vegetation. As documented in the EA, the project area extends approximately 11,600 feet along the shoreline for a total of just over 6.6 acres of land. Of this, restoration of the vegetation will total approximately 5.3 acres. In July 2011, through Trustee Council Resolution 136 and Court Order 66, funds to implement all projects approved in the Final Round IV EA were transferred to the U.S. Department of the Interior (DOI) Restoration Fund. In November 2011, $2,908,339.61 was transferred, per Resolution 144, from the DOI Fund to the National Oceanic and Atmospheric Administration (NOAA) for the purpose of entering into a Cooperative Agreement with the City of New Bedford to implement the project.

First Cooperative Agreement with NOAA In March 2012, NOAA and the City entered into a three-year Cooperative Agreement to implement the Acushnet River Upland Riparian Restoration Project. As described in the ’11 Scope of Work (SOW), the goals of the Acushnet River Riparian Restoration are: • to restore the 25 foot upland riparian zone of the Acushnet River/ New Bedford Harbor from Coggeshall Street to Tarkiln Hill Road utilizing native plant species; • to improve water quality in Acushnet River/ New Bedford Harbor by providing filtration of overland stormwater from adjacent developed lands; and • to provide opportunities for enhanced public access to the riparian zone. One of the most significant impacts to the project, and in particular to the schedule since the approval of the ’11 SOW has been the historic $256M settlement agreement reached by the EPA, MassDEP, and AVX finalized in 2013. Before this settlement, EPA and the City planned on a 40-year long cleanup of the harbor and intertidal areas. The City deemed 40-years too long for its residents to be separated from one of their most valuable resources and decided to construct Acushnet River Upland Riparian Restoration Project prior to the cleanup, after which EPA would be obligated to restore the restored habitat and associated pathways to original conditions. Once the settlement was reached however, EPA estimated the duration of the cleanup to be five to ten years. The City therefore concluded that it was

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fiscally responsible to systematically coordinate the Acushnet River Upland Riparian Restoration Project with the Superfund cleanup in order to maximize outcomes through a complimentary process. The City and EPA have met regularly to discuss schedule and scope of the cleanup and identify means and methods that would serve both projects.

NOAA Cooperative Agreement Extension The City documented its revised approach to the project in September 2014 and submitted a cooperative agreement extension request based upon the accelerated EPA cleanup schedule. At that time, the City also provided an updated schedule, budget, and a narrative outlining proposed modifications to the ’11 SOW (’14 SOW-Mod), based on the best available information. The Trustee Council approved the revised approach in Resolution 150 and the Cooperative Agreement was extended an additional year and expired on September 20, 2016.

Leveraged Concept Plan From 2014 to 2015, the City completed a Concept Plan for the Acushnet River Upland Riparian Restoration Project through an EPA grant, that identified physical constraints and provided more detail based on existing conditions. This Plan included a 6-foot wide path. In March 2015, the City and its consultant presented the draft Concept Plan to the Trustee Council and solicited feedback. In May 2015, the City held a public meeting to present a draft of the plan and seek public comment. MassDEP attended this meeting. The Concept Plan, the link to which is provided to the right, has been used to continue conversations with private property owners, provide visualization, and to demonstrate project progress.

http://3t848o30ike21 1t7x11nzgxi.wpengine. netdnacdn.com/environment al-stewardship/wpcontent/uploads/sites /39/New-BedfordRiverwalk-Report.pdf

Figure 1 – Acushnet River Upland Riparian Restoration Project Path The Concept Plan provided the opportunity to identify areas where the typical 25’-wide project path may not be feasible, as well as areas that might support additional restoration areas. The ’11 SOW described the project area as that area 25’ landward of the top of the coastal bank of the Acushnet River and extending 11,600 linear feet from Coggeshall Street north to Tarkiln Hill Road, providing about 5.3

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acres of habitat restoration. Some areas do not lend themselves to provide more than a pedestrian way based on physical configuration and/or existing industrial use. The Concept Plan allows the flexibility to establish additional restoration in other areas to meet overall goals. Also, elevation constraints and Americans with Disabilities Act (ADA) requirements will likely necessitate Acushnet River Upland Riparian Restoration Project’s tying in to River Road south of Wood Street. The Concept Plan provided for an evaluation of the entire project area to ensure that the overall area requirements for habitat restoration (232,000 square feet) will be met.

Project Progress to Date In addition to the Concept Plan described above, the City’s Team made effective use of the time available during the original Cooperative Agreement as well as the Extension, and has expended $219,632 to for the engineering, permitting, and legal efforts described in this section. The City Team completed an existing conditions survey in the field, as described as Task 1 in the ’14 SOW-Mod. The City’s Conservation Agent identified and marked the inland edge of the Coastal Resources areas: which were either Local, State and/or Federal protected Coastal Wetlands or Local and State protected Top of Coastal Bank within 100’ of the Project Area. Physical access was limited in a few areas, including the EPA de-sanding and staging facility (the Sawyer Street Facility), where the project engineer obtained LIDAR elevation data to augment field information. The project engineer also collected data including property monuments and markers, site culture, water’s edge, top of bank, and land-side topographic data to create the existing conditions plan using one-foot contours. The City Team completed the title research and documentation process for each of the properties along the Riparian Restoration Project path. The City’s Solicitor’s office worked with the Trustees to finalize easement language. With the exception of the four properties at the northernmost project terminus, the City met with all private property owners to apprise them of the project status and estimated schedule, and to identify any questions or concerns so that we could address them in the planning stage. Without exception, private property owners were supportive of the project. The owner of Star Plating, located on either side of the eastern portion of Coffin Avenue expressed concern regarding the proposed path around the southern the southern property boundary. The City Team suggested a shortterm alternative extending the path east down Coffin Avenue at the boundary between the City-owned parcel east of Riverside Park and Star Plating. This alternative will provide for the improvement of the pedestrian amenities on Coffin Avenue (not to be funded through this Riparian Restoration Project) and provide a benefit to Star Plating. The owner of Star Plating agreed to ongoing consideration of the originally-planned extension along the waterway upon evaluation of the safety and security of the initial short-term alternative. City anticipates that the increased visibility and traffic in the area will demonstrably enhance area security. The City’s engineer has completed draft easement plans, which will be executed following EPA’s intertidal cleanup in each area and documentation of final conditions. Since 2013, the City has been actively pursuing demolition of the derelict building located at 1R Coffin Avenue. This former textile mill has a failing saw-tooth roof structure and has been deemed unfit for workers’ use by OSHA. The current owner, a non-profit organization for at-risk youth, acquired the property as a “gift” in about 2015 and had hoped to rehabilitate the building and use the proceeds of New Bedford Harbor Riparian Restoration Project Status and Scope of Work

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subsequent sale to continue programming. After several conference calls with the City and potential investors, the new owner has found the prospect of redevelopment and resale infeasible. The owner is very supportive of the Riparian Restoration Project and wants the property to provide a benefit to the community. The City sought a determination of eligibility for funding through EPA’s brownfields program. EPA determined that the City can spend a portion of its brownfield assessment funding on evaluating hazardous material impact at 1R Coffin Avenue, however the property boundary mirrors the building footprint, requiring the demolition of the building prior to assessment. The City continues to seek funding to safely demolish the building and holds monthly calls with the property owner. During Concept Planning, the City hosted two public meetings at Victoria Riverside, a residential mill redevelopment along the project path adjacent to the northern face of the 1R Coffin Ave building. Many of the attendees were residents of Victoria Riverside and are anxious to see the project get underway. Parking for Victoria Riverside currently exists within some of the proposed habitat restoration area. The City owns a large paved open area west of the building and anticipates providing parking in this area to facilitate the final easement along the river bank. The City sought a brownfields determination of eligibility for this property and received approval. The City has entered into a contract with one of its environmental professionals to complete an ASTM Phase I/Phase II site assessment during the summer of 2017. Just north of Victoria Riverside is another residential mill redevelopment – Manomet Place. Prior to conversion of Cliftex Mills to Manoment Place, the developer transferred a portion of the property to the City. This property, located in the habitat restoration area between the former mill and the Acushnet River, contained two partially-full 75,000-gallon #6 oil fuel tanks. The City agreed to the property transfer because the developer’s retaining ownership of the tanks would have made the project infeasible. The City applied twice to the EPA for Brownfields cleanup funding to close out the tanks and achieve a permanent remedial solution. In 2015, EPA granted the City $400,000 in cleanup funding, which the City has nearly expended and is in the process of documenting site closure (pending EPA’s providing detail regarding their approach to the intertidal area at the embankment). The city incorporated River Walk outreach into community engagement activity, both of which were widely supported. During the above-described tank cleanup process, the City coordinated with the owner of property adjacent to and north and east of the City-owned tank lots. This property, which extends along the waterfront along the length of Manoment Place, has historically been used for industrial purposes. To facilitate harbor cleanup, EPA has leased the vacant shoreline area for pump station use. The property owner intends to rehabilitate the lot for mixed commercial and residential use after the EPA lease expires (currently 2019 but it could be extended pending EPA cleanup status). Using the existing conditions survey and concept plans, the City Team met with the property owner to discuss complimentary area redevelopment. We are working on easement alternatives that include providing the former tank lots for future access, making the shoreline area available for riparian restoration.

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Nashawena Mill, a former Cotton mill at 689 Belleville Avenue has been used as office space, but has recently drawn interest for commercial redevelopment. The City team will continue to follow these developments as the property provides a key opportunity for Upper Harbor habitat restoration following EPA’s intertidal cleanup. The City met with the owners of Darn It! and the Acushnet Company to ensure their continued support of the project and to identify elements that will maximize project benefits such as fencing, security, and lighting so that we can include these in the design and target supplemental funding sources. The AVX disposal site, originating at 740 Belleville Avenue was the major source of PCBs that resulted in the Superfund designation for New Bedford Harbor. Although planning and implementing cleanup of the site has been underway for about 20 years, response actions have reached a significant milestone with AVX proposing final cleanup alternatives to MassDEP for approval. The response action schedule continues to drive the critical path for EPA’s Superfund cleanup, and by transference, of this Acushnet River Riparian Restoration project. AVX has established four operable units (OUs) on the site – each of which will impact the design and construction of the habitat restoration and walkway. The City, as the owner of the former AVX property, has been an active partner in response action planning. The riparian area of the Acushnet Company property, immediately south of the former AVX facility, is part of the AVX disposal site, designated as OU1. AVX has proposed replacing all soil in OU1 with clean fill, resulting in no substantial engineering or construction issues relative to public exposure. AVX has not finalized its proposed remedial alternative on the former facility property itself, but it will likely require an engineered barrier over the River Walk area. This will prevent exposure to residual contaminants on the site, but will present challenges to project design and engineering. The City continues to have regular conversations (weekly in most cases) with AVX’s consultant regarding planning and coordination. EPA completed its cleanup of the Upper Harbor intertidal area adjacent to the southernmost portion of the project in 2016. EPA’s work included clearing, grubbing, construction of a temporary access road, and area restoration upon completion. The City provided EPA with draft project plans in order for EPA to collocate work areas to the extent practical. For example, EPA located its access road along the project path, which necessitated EPA’s cutting invasive phragmites that the City would have had to eradicate using project funding. Upon completion of cleanup, EPA removed the gravel access road, removed phragmites roots, restored the marsh area with grasses, and planted native seed mix along the edge of the coastal bank. In addition to the benefits that EPA’s efforts will provide to the riparian restoration project, the initial intertidal cleanup along the project path has also underscored the complexity of project coordination and the need to thoroughly plan prior to expending resources. EPA’s 2016 cleanup changed the previously existing conditions that had been surveyed and documented. To minimize duplicative costs, EPA transmitted as-built drawings to the City and its engineer to provide existing conditions for permitting and construction. The city’s initial intention was to complete a single comprehensive project permit set for each requisite permit. The recognition that “existing conditions” for the project area on the whole cannot be fully documented until EPA’s Superfund cleanup completion leads to the realization that even the permitting task of the riparian restoration project schedule depends on the ultimate New Bedford Harbor Riparian Restoration Project Status and Scope of Work

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cleanup schedule. The City team has prepared a draft Notice of Intent for this initial project phase, submitted to the Trustees concurrent with this revised SOW. The City has also assembled a Chapter 91 Permit application, a final draft of which will be transmitted to the Trustees upon receipt of the Order of Conditions.

Proposed Scope Approach The vast majority of the PCB contamination driving the Superfund cleanup originated from the former Aerovox manufacturing site located at 740 Belleville Avenue, along the riparian restoration project path. AVX, successor to the responsible party Aerovox, is currently developing a site cleanup strategy for the significant source area that remains at the former facility property. EPA has consistently taken the position that they will not extend the Superfund cleanup of the intertidal area north of Riverside Park /Pierce Mill Cove until AVX has controlled the source of ongoing contamination. Also, EPA recently renewed their lease with the City of New Bedford to extend use of the Sawyer Street facility, located along the riparian restoration project path between Sawyer Street and Pierce Mill Cove, until May, 2026. In order to complete other portions of the riparian restoration project prior to this May 2026 date, the City has determined it to be necessary to break the project up into segments and phase final design, permitting, and construction of these segments based on cleanup schedules and other logistics. Phase 1 includes Segments 1, 3, 5, 7, and 8 and can be completed either following cleanup that has been or will be completed in 2017. Segment 1/Phase 1A will be completed first and a SOW and Budget are included in Table 1. Phase II includes Segments 4 and 6 and are not subject to cleanup, however, they have other site constraints that put them on a longer trajectory for implementation. Phase III includes segments 2, 9, 10, 11, and 12 which will need to be designed, permitted, and constructed as cleanup on those segments is completed. Although EPA will complete a substantial amount of riparian restoration following their intertidal cleanup, the City is committed to complete at least 232,000 square feet of habitat beyond EPA’s work. The estimated restoration area, beyond EPA’s anticipated work, is included in each area description below. Phase I Phase IA – Segment 1: This segment includes Map 93/265 and runs from Coggeshall Street northward to Sawyer Street. Segment 1 will include about 652 feet of walkway. EPA has completed their intertidal cleanup and 53,079 square feet of restoration along this parcel and has provided asbuilt plans for use in documenting existing conditions. The City intends to restore an additional 3,945 square feet of habitat area in this segment. EPA currently owns the property and is working to convey the parcel to the City of New Bedford. The project engineer has prepared a draft NOI for Segment 1/Phase IA and will submit to the Conservation Commission following Trustee review. Upon receipt of an Order of Conditions, the engineer will submit the Chapter 91 permit application. Phase IB – Segment 5: This segment includes Map 100/118 (Victoria Riverside) northward to Manomet Street along about 667 feet of the Acushnet River. The EPA cleanup is not anticipated to disturb the top of bank on this parcel. Segment 5, to include about 8,696 square feet of riparian restoration, can therefore be permitted and constructed prior to cleanup. We anticipate

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submitting an NOI during the summer of 2017. Upon receipt of an Order of Conditions, the engineer will submit the Chapter 91 permit application. Phase IC – Segment 7: This segment includes about 181 feet along the Acushnet River at Riverbank Lofts on Map 105/170 with about 5,273 square feet of restored habitat. EPA’s cleanup is not anticipated to disturb the top of bank. We anticipate filing an NOI and executing the property easement with the owner during the summer of 2017. Upon receipt of an Order of Conditions, the engineer will submit the Chapter 91 permit application. Phase ID – Segment 8: This segment includes about 270 feet of walkway and 2,800 square feet of restoration along the Acushnet River on Map 111/& 111/155 behind parking for Riverbank Lofts and the former Nashowena Mill. This area’s top of bank is not anticipated to be disturbed by EPA’s cleanup and can therefore be permitted and constructed prior to EPA activities. We anticipate submitting an NOI for Segment 8 and executing the property easement with the owners during the summer of 2017. A Chapter 91 license application will be filed upon receipt of the Order of Conditions. Phase IE – Segment 3: This segment includes Pierce Mill Cove/Riverside Park and a portion of Coffin Avenue. The pathway will begin on the north side of the Sawyer Street facility and continue west to join 820 feet of existing pathway in Riverside Park, which will be improved to match the new pathway. The path will then extend to the east along the southern shoreline of Pierce Mill Cove and terminate at the intersection of Coffin and Riverside Avenues. This segment will provide about 1,111 feet of new walkway. EPA has completed the clearing and grubbing for the intertidal cleanup in this Segment 3 area, and has located the temporary access road along the project pathway. Cleanup will be completed through the winter and early spring of 2017 and as-built plans are anticipated to be provided to the city by the summer of 2017 to document existing conditions for the Segment 3 NOI. Using the existing pathway area provides for about 30,060 square feet of additional habitat restoration area, creating a greater buffer between the walking path and habitat area. Upon receipt of the as-builts, the project engineer will submit the draft Segment 3 NOI, anticipated in early fall 2017. Concurrently with Segment 3, the City will plan and design streetscape upgrades for a 580- foot length of Coffin Avenue extending from the Segment 3 pathway’s northern terminus eastward to the Acushnet River. This will be an interim path connection as the city anticipates the eventual continuation of the pathway from the northern terminus along the shoreline connecting at the end of Coffin Avenue. Site constraints make the short-term completion of the long-term configuration in this area cost prohibitive at this time. The 580-foot roadway connection is not included in the overall project length. The eventual configuration however, will add 980 feet to the project path. Phase II Phase IIA – Segment 4: This segment begins at the southern terminus of Segment 3 and extends 400 feet northward along the Acushnet River on Map 100/117, referred to as 1R Coffin Avenue. There is presently a derelict mill structure on the property that extends to 10-20 feet from the top of coastal bank. The city is currently working with the property owner to demolish the building, which will be necessary to construct the project without an elevated walkway and to provide sufficient area for riparian habitat restoration. We anticipate demolition of the building New Bedford Harbor Riparian Restoration Project Status and Scope of Work

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in 2018, at which time existing conditions will be reevaluated and engineering and permitting completed. The property owner has agreed to execute an easement with the City which will be pursued following demolition. About 1,060 square feet of habitat restoration is planned for the length of this segment. Phase IIB – Segment 6: This segment includes about 830 feet of shoreline on Map 105/183: currently industrial property, planned for mixed reuse. As with Segment 5, EPA cleanup is not anticipated to disturb the top of bank on this parcel, and Segment 6 can be permitted prior to cleanup. EPA currently has a lease with the property owner to stage and operate a temporary pump station on a portion of this parcel, and is looking to extend the lease for two additional years. We anticipate submitting an NOI for Segment 6, including riparian restoration during the summer of 2017. A Chapter 91 license application will be filed upon receipt of the Order of Conditions. The execution of the easement can occur following EPA’s use of the property and termination of the lease. Segment 6 is anticipated to provide an 18,857 square foot habitat restoration area. Phase III Phase IIIA – Segment 2: This segment includes City-owned property on Map 93/120 referred to as the Sawyer Street Facility. This parcel is currently under lease agreement with EPA for use in their Superfund cleanup operations until May 2026. EPA has agreed to vacate the facility following Superfund cleanup and to leave the parcel ready for River Walk construction. We intend to include about 1,117 feet of walkway and 42,443 square feet of riparian habitat restoration. We will utilize EPA-provided as-built plans to document existing conditions for work on this parcel. Permitting Segment 2 (NOI and Chapter 91) will occur following EPA’s close-out. Phase IIIB – Segment 9: This segment includes about 925 feet of shoreline behind Darn It! on Map 111/146. The area does not have an elevated coastal bank as with Segments 5 through 8. Progress on Segment 9 will be dependent on EPA’s Superfund cleanup based on the lower profile of the project area and the proximity to the contamination source area. We anticipate that this segment will provide for about 55,963 square feet of restoration area. EPA will provide as-built plans following cleanup at which time the city will prepare and submit the NOI and subsequent Chapter 91 application, and execute the property easement with the owner Phase IIIC – Segment 10: This segment includes about 757 feet of shoreline behind Acushnet Rubber Co. on Map 112/133. This property is adjacent to and partially within the contamination source area and as such, will undergo substantial remediation in both intertidal and upland areas by EPA and AVX respectively. Once both remedial actions are complete and as-built conditions documented, the city will prepare and submit the NOI and subsequent Chapter 91 application, and execute the property easement with the owner. We anticipate that this segment will provide for about 25,500 square feet of restoration area. Phase IIID – Segment 11: This segment includes about 511 feet along the eastern property boundary of the former AVX facility and 2,285 square feet of riparian restoration area. This property, now owned by the city, is the source area of the Superfund site, and remediation is currently being planned for the riparian restoration project area. Once remedial actions are complete and asbuilt conditions documented, the city will prepare and submit the NOI and subsequent Chapter 91 application. New Bedford Harbor Riparian Restoration Project Status and Scope of Work

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Phase IIIE – Segment 12: The final 1,252 length of the riparian restoration to Wood Street will be referred to as Segment 12, but may later be further parsed into smaller areas, as five properties are included in this segment. A total of 35,119 square feet of habitat restoration is planned from the Precix property on Map 116/67 northward to Wood Street following EPA’s completion of intertidal Superfund cleanup. Physical constraints will prevent the extension of the walkway to Wood Street however, and the city proposes to connect the walkway to the intersection of River Road and Howard Avenue. This will require agreements with three property owners: o o o

The city had obtained verbal agreement for the project from Precix’s Chief Operating Officer in 2013. Since then, there has been a change in management requiring that we approach the new management team about the project. Coyne Laundry, formerly operating north of Precix at Map 116/94 entered into bankruptcy. Coyne transferred the property to new ownership in October 2016. The city must initiate discussion with the new property owner about the project. Map 116/91 is currently used for landscaping material storage. The city will work with the property owner to connect the walkway to River Road on the northern property boundary.

1.4 Existing Conditions Plan Finalization The project engineer developed an existing Conditions Plan using “AutoCAD” during the conceptual planning stage. Following EPA’s intertidal cleanup at the southern end of the riparian restoration area on Map 93/265, the project team determined that much of the existing conditions documented will, by necessity, require refinement in concert with EPA’s cleanup activity. As described in Section 1.3 above, we do not expect the project areas in Segments 5, 6, 7, and 8 to be substantially impacted by the Superfund activities. As remedial work is completed outside of these Segments, the project team will take as-built information and work to identify discrepancies between field data and available property, deed, previous plans and imagery data. We have already completed this exercise for the Segment 1/Phase 1A work which is included in the revised Draft NOI and detailed in Table 1.

2. Easement Acquisition and Conservation Restriction 2.1 Private Property Approach The City will acquire easements for public access along privately-owned parcels. We have had numerous discussions with most of these property owners who are supportive of the project. As described in Section 1.3 above, there have been changes in ownership/management north of the former AVX facility in the area identified herein as Segment 12. We are currently seeking to identify the new contacts to reinitiate project discussions in these areas. The ’11 SOW described the City’s intentions to conduct environmental site assessments on privatelyowned properties. Realizing property owners’ anticipated reluctance to participate in this process, the City has refined its strategy. The City proposes to work with MassDEP to develop an appropriate design approach that would limit direct contact with site media. The City already has substantial environmental

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information for properties along the project path on which to base realistic assumptions of typical existing conditions and mitigation measures. 2.2 Easement Development The Concept Plan identified the preferred configuration to enable discussion with private stakeholders and to reach general agreement regarding granting easements. The New Bedford solicitorâ&#x20AC;&#x2122;s office has drafted easement language, and has worked with the Trustees on changes. The City has run the title to each of the properties along the Acushnet River Upland Riparian Restoration Project from Coggeshall Street to River Road and obtained copies of all outstanding encumbrances and existing mortgages and liens as of mid-2016. The City has developed draft easement language and is in the process of obtaining a third party to hold the Conservation Restriction(s) that will be applied to each easement. We will work with private property owners to reach easement agreements concurrently with permitting on each property, so that the easements can be executed immediately upon respective permit approvals.

3. Design and Permitting 3.1 Proposed Riparian Restoration Approach The project will restore the Upland Riparian Zone to native coastal riparian shrub and meadow habitat intended to increase avian, mammalian, reptilian, and insect diversity. The proposal includes planting native coastal grasses along the top of the coastal bank to provide bank stability as well as food for birds and small mammals Vegetation planted within the Upland Riparian Zone will also provide filtration of overland stormwater from adjacent developed lands thereby improving the water quality in the Acushnet River. Improved water quality will benefit the living resources within the Acushnet River damaged as a result of the release of hazardous substances, including PCBs, in the New Bedford Harbor Environment. The Conceptual Plan identified vegetative species that would provide the most sustainable sources of food, cover, nesting, and resting habitat for a variety of native birds, small mammals, reptiles, amphibians, and beneficial insects such as monarch butterflies and praying mantis. The plant schedule, presented in Table 1 on the following page, includes proposed plant species and benefit of each species to different groups of native fauna. Figures 2 and 3 provide cross sections of the proposed project planting plan. These plans were designed to mimic natural coastal upland plant communities typical of the Buzzards Bay watershed. Coastal grasses along the entire length of the top of bank will provide natural stability to the edge of the river bank. Landward of this, a mixture of native forbs (broad-leaved plants) composed of wildflowers and other hardy low-growing coastal vegetation are proposed. West of the pedestrian pathway, the City proposes to establish a diverse mixture of native coastal shrubs. This riparian restoration of 232,000 square feet of native shrubs, wildflowers, and grasses along the riverfront which will provide filtration of overland flow from adjacent developed lands and improve the water quality of the Acushnet River. The vegetation will also mitigate storm damage to adjacent uplands.

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Please note that the accessible pathway will be six feet wide rather than the four feet indicated in the original conceptual cross sections shown here.

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Table 1: Plant List SHORELINE PLANTING: Grasses Andropogon gerardii Bouteloua curtipendula Eragrostis trichodes Panicum virgatum Sorghastrum nutans

Big Bluestem Side Oats Grama Sand Lovegrass Switchgrass Indian Grass

Perennials and Groundcover Achillea millefolium Arctostaphylos uva-ursi Coreopsis lanceolata Lathyrus japonicus Liatris spicata Solidago sempervirens

Yarrow Bearberry Lance-leaved Coreopsis Beach Pea Blazing Star Seaside Goldenrod

Seeds are food source for songbirds, small mammals and waterfowl. Provide cover and rest area for small mammals, birds and insects. Seed heads are food source for songbirds in the fall; source of nectar for butterflies and other insects; berries (Bearberry) are food source for birds and mammals; leaves provide cover.

SHORELINE/UPLAND PLANTING: Shrubs Aronia melanocarpa Baccharis halimifolia Clethra alnifolia Gaylussacia baccata Ilex glabra Ilex verticillata Myrica pensylvanica Prunus maritima Rosa virginiana Vaccinium angustifolium

Black Chokeberry Groundsell Summersweet Clethra Huckleberry Inkberry Winterberry Bayberry Beach Plum Virginia Rose Lowbush Blueberry

Berries are food source for birds; shelter, resting and nesting sites for songbirds and small mammals; source of nectar for insects during flowering season (Beach Plum, Virginia Rose).

UPLAND PLANTING: Trees Acer rubrum Amelanchier canadensis Betula populifolia Ilex opaca Juniperus virginiana Nyssa sylvatica Quercus alba

Red Maple Shadbush Gray Birch American Holly Eastern Red Cedar Black Gum White Oak

Berries are food source for birds; shelter, resting and nesting site for songbirds; protection for birds and small mammals.

3.2 Permitting As stated above, the project engineer will develop permitting plans upon EPA cleanup and the finalization of existing conditions where applicable. Where remedial activity is not expected to substantially impact the work area, existing conditions as documented will be used. Final drawings will be prepared for the following submissions:

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Notice of Intent to the New Bedford Conservation Commission pursuant to M.G.L c. 131 Section 40 the MA Wetlands Protection Act and Regulations (310 CMR 10.00 et seq.) and the City of New Bedford Wetlands Ordinance (Sections 15-101 through 15-112); and Chapter 91 Waterways permit application which will include the following reviews o Local Zoning Board of Appeals Section G o Local Planning Board Section H o Wampanoag Tribal Preservation Officer o Army Corps of Engineers o Massachusetts Coastal Zone Management Consistency o Massachusetts Historical Commission •

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The City met with the Commonwealth’s MEPA office regarding the necessity to file an ENF. After discussion of proposed Acushnet River Upland Riparian Restoration Project impacts, alterations, and disturbance, it was concluded that the project would not exceed any of the thresholds requiring an ENF. The City will obtain requisite signatures from all private property owners as necessary for each permit and/or authorization to sign on the owners’ behalf. These signatures may be obtained prior to the execution and recording of easements. In an effort to fast track the implementation of the section of Acushnet River Upland Riparian Restoration Project where EPA has completed their cleanup of the intertidal zone of the Acushnet Harbor Superfund Site, the City proposes to file permits for Acushnet River Upland Riparian Restoration Project, from the entrance at Veterans’ Memorial Way northward to Sawyer Street prior to the remainder of the project. The City will then complete the permits for the remainder of the project. 3.3 Final Design The City and its engineer will make any necessary changes to engineering drawings upon receipt of permits, in consultation with the New Bedford Harbor Trustees. The City will develop specifications for internal use and to facilitate procurement where appropriate.

4. CONSTRUCTION The City’s Department of Public Infrastructure (DPI) will serve in the role as “general contractor” during construction phase. Where DPI possesses the in-house expertise to complete construction, these activities will be self-performed with in-kind labor to maximize the impact of Trustees’ funding. The City will augment construction with procurement of outside contractors as appropriate. EPA has utilized concept planning outputs in the development of their approach to intertidal cleanup. EPA’s actual schedule depends largely on the upstream source area cleanup by AVX. EPA has only committed to initiating cleanup of the intertidal area adjacent to and north of Coffin Avenue after migration of PCBs from the source area has been controlled. Although cleanup planning continues at the AVX site and the Harbor, there is no established schedule. To begin construction of a portion of the Acushnet River Upland Riparian Restoration Project, the city intends to complete Segment 1/Phase IA immediately upon Chapter 91 approval, weather permitting. New Bedford Harbor Riparian Restoration Project Status and Scope of Work

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5. MONITORING/MAINTENANCE 5.1 Monitoring The City’s Environmental Stewardship Department will be responsible for riparian habitat monitoring to ensure success of the restored area. The Department will establish an Upland Riparian Zone Restoration monitoring protocol. Monitoring will begin for each segment upon completion of that segment. In the first 5 years, this protocol will include establishing a minimum of 20 west-to-east transects through the Upland Riparian Zone and randomly establishing vegetation monitoring plots in each restoration habitat (shrub, forbs & grasses). The presence of soil or bank erosion will be documented and photographed with restoration methods recommended. We expect that some invasive plants will colonize the Upland Riparian Zone immediately following the completion of the project. Invasive plants will be managed according to accepted protocol such as digging up the plants, cutting them down at critical times during their life cycle, or if required utilize herbicide treatment. The City will submit semi-annual reports during the first 5 years to document findings and recommending any maintenance required to ensure successful achievement of restoration outcomes. Following the first 5 years, the City will compile an annual report of collected data and analyze the results. The following will demonstrate successful implementation: • a minimum of 75% coverage of native species in the Upland Riparian Zone demonstrated by vegetation plot data; • long term stabilization of the top of the Coastal Bank demonstrated by native vegetation coverage • lack of soil erosion, which is a measure of how well the vegetation is stabilizing the soil. If the area is well vegetated, and constructed as described above, it can be reasonably assumed that any overland flow from adjacent developed lands is being intercepted and infiltrated into the soil underlying the Upland Riparian Zone. This is a means by which to measure improvement to the water quality of the Acushnet River which currently receives pollution from non point sources from development or disturbance within and beyond the Upland Riparian Zone • establishment of densely vegetated Upland Riparian Zone to provide storm damage prevention by buffering adjacent developed lands from coastal river winds and wave action. Storm damage prevention can be measured using the vegetation plot data on height and vegetation coverage and the soil and bank erosion data described above. • recording wildlife species seen during each monitoring event to provide a general idea of the increase in the diversity of wildlife utilizing the habitat. The vegetation data collected at each transect will determine if we have successfully provided the habitat that supports the diversity of wildlife Table 2 describes. Well-established vegetation will also indicate that any overland flow from adjacent developed lands is being intercepted and infiltrated into the soil underlying the Upland Riparian Zone. This demonstrates improvement to the water quality of the Acushnet River, which currently receives pollution from nonpoint sources from development or disturbance within and beyond the Upland Riparian Zone. Successful

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establishment of densely vegetated Upland Riparian Zone will mitigate storm damage by buffering adjacent developed lands from coastal river winds and wave action. These annual reports, submitted to MassDEP and the Harbor Trustees Council, will provide recommendations for routine and non-routine maintenance issues.

5.2 Maintenance The City and its consultants developed the concept plan to create low-maintenance sustainable coastal habitats once firmly established. The City’s Department of Public Facilities, in close coordination with the Department of Environmental Stewardship, will oversee and largely self-perform Acushnet River Upland Riparian Restoration Project maintenance. This will include: • Annual (October) mowing of coastal herbaceous community; • Keep pathway clear of vegetation; and • Implement recommendations made in annual monitoring reports.

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APPENDIX D

UPPER HARBOR REMEDIATION STATUS (2019)

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*100012373* SEMS Doc ID 100012373

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