Removal of Non-Structural Walls at Charlesgate Park

Notice of Intent

Removal of Non-Structural Walls at Charlesgate Park Charlesgate Park Boston, MA

PREPARED FOR

Massachusetts Department of Conservation and Recreation 251 Causeway Street Boston, MA 02114 617.626.1250

PREPARED BY

101 Walnut Street PO Box 9151 Watertown, MA 02471 617.924.1770

January 2022

ii Table of Contents

Table of Contents

Notice of Intent Forms › WPA Form 3› Fee Transmittal Form› Boston NOI Form› Boston NOI Filing Checklist› Copy of Filing Fee Checks

Notice of Intent Figures › Figure 1 – USGS Map› Figure 2 – Aerial Map› Figure 3 – NHESP Map› Figure 4 – FEMA Map› Figure 5 – Tax Parcel Map

Attachment A - Notice of Intent NarrativeIntroduction .................................................................................................................................................. 1 Site Description ........................................................................................................................................... 2 Wetland Resource Areas.......................................................................................................................... 3 Work Description ........................................................................................................................................ 5 Mitigation Measures ................................................................................................................................. 7 Regulatory Compliance ............................................................................................................................ 9 Summary ...................................................................................................................................................... 13

Attachment B – Abutter Notification Attachment C – Stormwater MemorandumAttachment D – Project Plans

January 5, 2021

Ref: 15356.00

Nicholas Moreno, Executive Director Boston Conservation Commission Boston City Hall Room 709 Boston, MA 02201

Re: Removal of Non-Structural Walls at Charlesgate Park Notice of Intent

Dear Commissioners,

On behalf of the Applicant, Massachusetts Department of Conservation and Recreation, Vanasse Hangen Brustlin, Inc. is submitting the enclosed Notice of Intent (NOI) for work to remove two non-structural cast-in-place concrete walls with granite facing located at Charlesgate Park in Boston, MA. While the proposed wall removal is related to the long-term revitalization effort for the park, it is considered a preliminary first-step standalone project intended to improve public safety and sight lines in the park in the immediate term. It will be permitted, designed, and funded independently of other Charlesgate Park revitalization efforts. A full scope of work is included in the attached NOI narrative. This NOI is being filed pursuant to the Massachusetts Wetlands Protection Act (WPA) and the City of Boston’s Wetlands Protection and Climate Adaptation Ordinance (the Ordinance).

Portions of land on or near the Project Site contain resource areas subject to the jurisdiction of the WPA and the Ordinance, including Bank, Bordering Land Subject to Flooding (BLSF), Land Under Waterbodies and Waterways, and Riverfront Area (RA). All resource areas are associated with the Muddy River. As defined in the WPA and the Ordinance, the RA for the City of Boston extends only 25 feet from a river’s mean annual high-water line (MAHW). The WPA also establishes a 100-foot buffer zone to Bank. The Ordinance establishes a 25-foot Waterfront Area (WA) which extends 25 feet from the RA, as well as a 100-foot buffer zone resource area (BZRA) to Bank. The Project will result in temporary impacts and alterations within RA, BLSF, WA, and the 100-foot buffer zones. No work is proposed in LUWW or Bank. Wetland resource areas will beprotected from impacts during construction through the implementation of an erosion andsedimentation control program.

Checks made payable to the City of Boston in the amounts of $300.00 for the Ordinance fee and $127.50 for the NOI processing fee have been included with this submission. A check made

Ref: 15356.00 January 5, 2021 Page 2

\\vhb\gbl\proj\Wat-TE\15356.00 DCR Charlesgate\Reports\NOI\Charlesgate CL12.27.21.docx

payable to the Commonwealth of Massachusetts in the amount of $362.50 has been submitted to the MassDEP lockbox for payment of the State share of the NOI filing fee.

In compliance with the WPA and the Boston Conservation Commission filing guidelines, notification to abutters within 300 feet of the Project Site has been made by certified, return-receipt mail. A copy of the abutter notification form and a certified list of abutters are enclosed as part of the NOI.

Please advertise this matter for public hearing at the Commission’s next scheduled meeting. If you have any questions concerning this submittal or need any additional information, please contact me at 617-607-1019 or [email protected].

Regards,

Dan Cannata Environmental Scientist

Attachment: Notice of Intent – Removal of Non-Structural Walls at Charlesgate Park

CC: DEP Northeast Regional Office Massachusetts Department of Conservation and Recreation

iii Notice of Intent Forms

Notice of Intent Forms

› WPA Form 3› Fee Transmittal Form› Boston NOI Form› Boston NOI Filing Checklist› Copies of Filing Fee Checks

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Jason Santos Dept. of Conservation and Recreation

164 Pond Street

Stoneham MA 02180

508-414-2924 [email protected]

Priscilla Geigis Deputy Commissioner, DCR

251 Causeway Street, Ste. 600

Boston MA 02114

[email protected]

Vanasse Hangen Brustlin, Inc.

101 Walnut Street

Watertown MA 02472

Charlesgate West & Beacon Street 02215

0504175004 & 0504175005n/a

Dan Cannata

617-607-1019 [email protected]

617.626.1250

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iv Notice of Intent Figures

Notice of Intent Figures

› Figure 1 – USGS Map › Figure 2 – Aerial Map › Figure 3 – NHESP Map › Figure 4 – FEMA Map › Figure 5 – Tax Parcel Map

FIGURE 2

Figure 2

FIGURE 3

Figure 3

FIGURE 4

FIGURE 5

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FIGURE 5

Figure 5

v Attachment A: Notice of Intent Narrative

Attachment A Notice of Intent Narrative

› Introduction › Site Description › Work Description › Mitigation Measures › Regulatory Compliance › Summary

1 Attachment A: Notice of Intent Narrative

Attachment A - Notice of Intent Narrative This Notice of Intent (NOI) is filed pursuant to the Massachusetts Wetlands Protection Act (MGL Chapter 131, Section 40) and its implementing regulations (310 CMR 10.00) and the City of Boston’s Wetlands Protection and Climate Adaptation Ordinance1 (the Ordinance). This narrative describes wetland resource areas associated with the Project Site, the proposed work, impacts to wetland resource areas, mitigation measures, and how the Project meets the performance standards of the WPA and the Ordinance. Refer to the accompanying Project plans included as Attachment D (bound separately) for a layout and details of the Project components.

Introduction The Applicant, Massachusetts Department of Conservation and Recreation (DCR) is proposing to remove two non-structural cast-in-place concrete walls with granite facing (the Project) located at Charlesgate Park in Boston, MA (the Project Site). Proposed work generally includes removing the walls down to just below grade level, backfilling the footprints of the walls, and loaming and the adjacent areas. Additional loam and seed is proposed along and adjacent to the Bank of the southern wall to help stabilize the area and minimize future erosion. While the proposed wall removal is related to the long-term revitalization effort for the park, it is considered a preliminary first-step standalone project intended to improve public safety and sight lines in the park in the immediate term. It will be permitted, designed, and funded independently of other Charlesgate Park revitalization efforts.

Portions of land on or near the Project Site contain resource areas subject to the jurisdiction of the WPA and the Ordinance, including Bank, Bordering Land Subject to Flooding (BLSF), Land Under Waterbodies and Waterways, and Riverfront Area (RA). All resource areas are associated with the Muddy River. As defined in the WPA and the Ordinance, the RA for the City of Boston extends only 25 feet from a river’s mean annual high-water line (MAHW). The WPA also establishes a 100-foot buffer zone to Bank. The Ordinance establishes a 25-foot Waterfront Area (WA) which extends 25 feet from the RA, as well as a 100-foot buffer zone resource area (BZRA) to Bank. The Project will result in temporary impacts and alterations within RA, BLSF, WA, and the 100-foot buffer zones. No work is proposed within LUWW or Bank.

Wetland resource areas will be protected from impacts during construction through the implementation of an erosion and sedimentation control program. This program

1 City of Boston, Chapter VII-I.IV, 2020. Wetlands Protection and Climate Adaptation Ordinance.


includes provisions to limit erosion through stabilization and prevent sediment from leaving the site by installing structural controls. Runoff generated from the Project will be collected and treated in accordance with design guidelines2 developed by Department of Environmental Protection (DEP) and standards contained in the WPA Regulations. Refer to the accompanying Stormwater Memorandum included as Attachment C for details of the Project’s compliance with the DEP Stormwater Standards.

Site Description The Project Site is located on two parcels of land (Property ID 0504175004 & 0504175005) totaling approximately 6.44 acres, located between Beacon Street and the Massachusetts Turnpike (I-90) in the Back Bay neighborhood of Boston, MA (See Figure 1 USGS Map and Figure 2 Aerial Map). The Muddy River and the Bowker Overpass both run north-south throughout the Project Site, with the river located on the eastern portion of the Project Site and the overpass more aligned with the center of the parcels. The northern end of the Project Site is primarily mowed lawn, with a large stone dust area below the Bowker Overpass and a brick paver walkway in the northeast corner connecting Beacon Street and Charlesgate East. The southern end of the Project Site has a similar layout, with a majority of the space consisting of mowed lawn, a large stone dust area under the overpass, and a brick-paved area in the southeastern corner of the lot.

The Project Site is bounded primarily by residential properties to the east and west, with a few commercial-use properties scattered throughout. North and south of the Project Site are a combination of transportation rights-of-way and public open spaces, including the James J. Storrow Memorial Drive and Charles River Reservation to the north, and I-90 and the Back Bay Fens to the south.

According to the most recently available data provided by the Massachusetts Natural Heritage and Endangered Species Program3 (NHESP), no portion of the Project Site is located within Priority Habitat of Rare Species or Estimated Habitat of Rare Wildlife, nor are there any Certified or Potential Vernal Pools on the Project Site (Figure 4).

The Project Site does not lie within any Area of Critical Environmental Concern4 (ACEC). According to the most recent information provided by MassDEP, the Project Site is not located in an area designated as an Outstanding Resource Water5, and no portion of the Project Site is located within a Zone II Interim Wellhead Protection Area6.

The most recently issued Flood Insurance Rate Maps7 (FIRM) for the area produced by the Federal Emergency Management Agency (FEMA) indicate that throughout the Project Site, portions of land which abut the western Bank of the Muddy River are within

2 DEP, 2008. Massachusetts Stormwater Handbook. 3 NHESP, 2021. Massachusetts Natural Heritage Atlas, 15th Edition. 4 Massachusetts Executive Office of Energy and Environmental Affairs, 2009. 5 MassDEP, 2010. Designated Outstanding Resource Waters of Massachusetts 6 MassDEP, 2012. Approved Wellhead Protection Areas (Zone II). 7 Federal Emergency Management Agency, National Flood Hazard Layer, Digital Flood Insurance Rate Map (DFIRM).


mapped Zone AE floodplain (Figure 5). These areas in the 100-year Floodplain, regulated as BLSF, are mapped at elevation 4 feet NAVD88.

The Natural Resources Conservation Service8 (NRCS) soil survey has mapped the majority of the Project Site as both Urban Land, wet substratum with 0 to 3 percent slopes and Udorthents, wet substratum.

Topography on the Project Site is generally flat, but slightly slopes downward toward the Muddy River. Wetland resource areas on/near the Project are described below.

Wetland Resource Areas Wetland resource areas on the Project Site were previously delineated by Weston & Sampson, but the boundaries were verified in September 2021 by environmental scientists with Vanasse Hangen Brustlin, Inc. in accordance with methods developed by the DEP9 and the U.S. Army Corps of Engineers10. The following sections of this narrative describe the wetlands and identify resource areas that are regulated under the WPA Regulations (310 CMR 10.00) and/or the Ordinance. The resource areas and their buffer zones are depicted on the attached Project Plans (Attachment D).

The resource areas identified on or near the Project Site subject to state regulations under the WPA include Bank, Bordering Land Subject to Flooding, Land Under Waterbodies and Waterways, and Riverfront Area. The resource areas are defined under the WPA (310 CMR 10.00) as follows:

› Bank: As defined at 310 CMR 10.54 (2), “a Bank is the portion of the land surface which normally abuts and confines a water body … The upper boundary of Bank is the first observable break in slope or the mean annual flood level, whichever is lower.”

› LUWW: As defined at 310 CMR 10.56 (2), LUWW is “land beneath any creek, river, stream, pond or lake. Said land may be composed of organic muck or peat, fine sediments, rocks or bedrock … The boundary of LUWW is the mean annual low water level.”

› BLSF: As defined at 310 CMR 10.57(2)(a), BLSF is “an area with low, flat topography adjacent to and inundated by flood waters rising from creeks, rivers, streams, ponds or lakes. It extends from the banks of these waterways and water bodies; where a bordering vegetated wetland occurs, it extends from said wetland … The boundary of BLSF is the estimated maximum lateral extent of flood water which will theoretically result from the statistical 100-year frequency storm.”

› RA: As defined by 310 CMR 10.58 (2)(a)(3), Riverfront Area is “the area of land between a river’s mean annual high-water line measured horizontally outward from the river and a parallel line located 200 feet away, except that the parallel line is located:

8 Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. 9 DEP, 1995. Delineating Bordering Vegetated Wetlands Under the Massachusetts Wetlands Protection Act. 10 USACE, 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region, Version

2.0.


a. 25 feet away in Boston” Additional resource areas on the Project Site subject to local regulations under the Ordinance include the 25’ WA and the 100’ BZRA. The resource areas are defined as follows: › WA is defined as “lands adjoining coastal beach, dune, bank, tidal flats, rocky

intertidal shores, salt marshes or land containing shellfish; or inland bank, lake, pond, intermittent stream, brook, creek or riverfront area out to a distance of twenty five (25) feet.”

› BZRA is defined as “lands adjoining these resource areas [any freshwater or coastal wetlands, marshes, wet meadows, bogs, swamps, vernal pools, springs, banks, reservoirs, streams, brooks, creeks, rivers, lakes, ponds of any size, beaches, dunes, estuaries, flats, fens, the ocean, and land under water bodies] out to a distance of one hundred (100) feet, known as the Buffer Zone and excluding Land Subject to Coastal Storm Flowage and the Coastal Flood Resilience Zone.”

Wetlands and their buffer zones on/adjacent to the property are described in more detail in the following sections of this attachment.

Muddy River

The Muddy River is a perennial waterway that flows from the Back Bay Fens northerly to the Charles River. The Banks of the river are moderately sloped and primarily hardscaped. Typical species present along the Bank above and within the wall in the northern parcel include black locust (Robinia pseudoacacia), amur maple (Acer ginnala), winged sumac (Rhus copallinum), Japanese knotweed (Fallopia japonica), and red maple (Acer rubrum).

The Bank near the southern wall exists in a more natural condition, with no bricks or hardscaping along the slope. The slope in this area is more vegetated than the slope near the northern wall. Several species of shrubs and trees line the top of the slope, such as boxelder maple (Acer negundo) and winterberry holly (Ilex verticillata). Virginia creeper (Parthenocissus quinquefolia) is also abundant in this area, growing atop the shrubs and trees.

The Muddy River supports Bank and LUWW as well as a 25-foot Riverfront Area under the WPA and the Ordinance.

Bordering Land Subject to Flooding

The portion of the Project Site within BLSF is a 60-sf area along the Bank of the Muddy River, located southeast of the north wall. The area is vegetated with lawn at the westernmost extent with some shrubs and trees closer to the hardscaped Bank.

Riverfront Area

The Riverfront Area, which extends 25 feet from the Mean Annual High-Water line of the Muddy River, consists primarily of mowed and maintained lawn throughout the Project


Site. In the northern parcel, the RA also contains areas lined with brick pavers and stone dust beneath the overpass. In the southern parcel, most of the RA is comprised of either disturbed lawn or a combination of dirt and stone dust ground cover. Signs of erosion are visible in the area east of the south wall where the ground slopes toward the river.

Locally Jurisdictional Resource Areas

Under the Ordinance, a 25-foot Waterfront Area (WA) extends 25 feet from the end of the RA, and a 100-foot buffer zone resource area (BZRA) extends from the limits of Bank. The extent of both the WA and the BZRA on the Project Site is almost entirely comprised of mowed lawn or areas of stone dust.

Buffer Zone

The WPA regulations (310 CMR 10.02(2)(b)) establish a 100-foot buffer zone from the limits of Bank as described above. The conditions of the state-jurisdictional 100-foot buffer zone are the same as those of the locally-regulated 100-foot BZRA described above.

Work Description The Applicant is proposing to deconstruct two non-structural granite-faced walls positioned below the Bowker Overpass in Charlesgate Park. The curved walls will be removed down to just below grade level, and the excavated footprints will be backfilled. All excavated soil will be retained on the Project Site, and the volume of the buried wall being removed will be replaced with Ordinary Borrow plus a surface material. The surface material will be loam and seed in areas outside of the overhead bridge’s footprint, and granular binder material in areas below the overhead bridge’s footprint. An approximately 1,300 sf area near the Bank of the southern wall will also receive loam and seed to aid in stabilizing the area with respect to erosion. The two walls are partially tied into the overpass supports, so minor repairs to the supports will be needed.

Detailed means and methods of construction will be at the discretion and responsibility of the contractor performing the work. However, the Project will consist of the following general activities:

› Before any work begins, installing sedimentation controls according to the Project Plans;

› Vegetation clearing and excavation; › Removal of non-structural walls; › Additional earthwork (placing fill and grading); › Loaming and seeding; and › After soils have stabilized, removing sedimentation controls.


Work in Wetland Resource Areas Work in BLSF, RA, locally jurisdictional areas, and the 100-foot buffer zone is described below. No work is proposed in LUWW or Bank. This work fully complies with all applicable performance standards as demonstrated in the Regulatory Compliance section of this Narrative. Impacts to resource areas are summarized in Table 1.

Table 1 Work in Wetland Resource Areas

Resource Area Temporary Impact (sf)

Permanent Impact (sf) Proposed Work in Resource Area

North Wall

BLSF 60 0 Installing erosion controls, excavating wall foundation

25’ RA 2,105 0 Installing erosion controls, select clearing, excavating wall foundation, R&R granite

slope, removing wall, loaming and seeding 25’ WA 3,400 0

100’ BZRA 4,850 0 South Wall

BLSF 0 0 -

25’ RA 256 0 Installing erosion controls and loaming and seeding

25’ WA 1,253 0 Installing erosion controls, select clearing, excavating wall foundation, removing wall,

loaming and seeding 100’ BZRA 2,693 0

Work in Bordering Land Subject to Flooding

Proposed work in BLSF is limited to a small area of excavation (60 sf) around the foundation of the north wall and placement of the erosion controls at the limit of work. No changes to existing floodplain elevations are proposed.

Work in Riverfront Area

Proposed work in the RA near the north wall includes installing erosion controls, selective vegetation removal, excavating around the footprint of the wall, potential removal of the existing railing, removing sections of the granite slope between the wall and Bank, and removal of the wall. The area of removed wall will be backfilled with Ordinary Borrow. After the area is backfilled it will receive a surface treatment as described above. This will result in 2,105 sf of temporary impacts to the RA.

Proposed work in the RA near the south wall includes installing erosion controls and excavating around the footprint of the wall. This will result in 256 sf of temporary impacts. Additionally, loaming and seeding west of the Bank is also proposed as a beneficial measure to minimize future inputs of sediment and runoff into the river.

Work within RA on the Project Site includes a total of 2,361 sf of temporary impacts.


Work in Locally Jurisdictional Resource Areas

Work proposed within the WA and the 100’ BZRA includes the work proposed in the RA, as well as excavation, removal, and backfill of the south wall. There will be 4,653 sf of total temporary impacts within the WA, and 7,543 sf of total temporary impacts within the BZRA. Any disturbed areas will be loamed and seeded after excavation work is completed. Areas of stone dust, primarily underneath the overpass, will remain stone dust. All work in local resource areas will occur within previously cleared and developed areas.

Work in Buffer Zone

Work in the state-jurisdictional buffer zone is the same as the work proposed in the 100-foot locally regulated BZRA described above.

Mitigation Measures A suite of mitigation measures is proposed to prevent short- and long-term impacts to

wetland resource areas. Mitigation measures proposed for this project include an erosion and sedimentation control program, which will include structural and non-structural practices.

Erosion and Sediment Control

An erosion and sedimentation control program will be implemented to minimize temporary impacts to wetland resource areas during the construction phase of the project. The program incorporates Best Management Practices (BMPs) specified in guidelines developed by the DEP11 and the U.S. Environmental Protection Agency12 (EPA).

Proper implementation of the erosion and sedimentation control program will:

› minimize exposed soil areas through sequencing and temporary stabilization; › place structures to manage stormwater runoff and erosion; and › establish a permanent vegetative cover or other forms of stabilization as soon as

practicable.

The following sections describe the controls that will be used and practices that will be followed during construction. These practices comply with criteria contained in the NPDES General Permit for Discharges from Large and Small Construction Activities issued by the EPA.

11 DEP, 1997. Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas: A Guide for Planners, Designers, and

Municipal Officials. 12 EPA, 2007. Interim Developing Your Stormwater Pollution Prevention Plan: A Guide for Construction Sites. Office of Water. Report EPA

833-R-060-04.


Non-Structural Practices

Non-structural practices to be used during construction include temporary stabilization, temporary seeding, permanent seeding, and dust control. These practices will be initiated as soon as practicable in appropriate areas at the site.

Temporary Stabilization

Any areas of exposed soil or stockpiles that will remain inactive for more than 14 days will be covered with a layer of straw mulch applied at a rate of 90 pounds per 1,000 square feet. The mulch will be anchored with a tacking coat (non-tar) applied by a hydroseeded. Steeper slopes (greater than 10 percent) will be covered with a bonded fiber matrix (EcoAegis® or similar) according to the recommendations provided by the manufacturer.

Temporary Seeding

If conditions allow, a temporary vegetative cover will be established on areas of exposed soils (including stockpiles) that remain unstabilized for a period of more than 14 days. The seeded surfaces will be covered with a layer of straw mulch or bonded fiber matrix as described above. The seed mix shall include a blend of rapid germinating grasses that are indigenous to eastern Massachusetts.

Permanent Seeding

Upon completion of final grading, any areas not covered by pavement, other forms of stabilization, or other methods of landscaping will be seeded with a natural seed mix appropriate to the Project Site. The mix will be applied at the manufacturer’s suggested rate and will be covered with mulch or bonded fiber matrix as described above.

Dust Control

The erosion and sediment control program includes provisions to minimize the generation of dust during dry and windy conditions. When necessary, larger areas of exposed soil will be wetted to prevent wind borne transport of fine-grained sediment. Enough water shall be applied to wet the upper 0.5 inches of soil. The water will be applied as a fine spray to prevent erosion. A water truck will be kept on the property (or at a nearby location) to facilitate this practice.

Structural Practices

Structural erosion and sedimentation controls to be used on the site include barriers, turbidity curtain, catch basin inlet protection, and stabilized construction exits.

Erosion Control Barriers

Prior to any ground disturbance, approved erosion control barriers will be installed at the limits of work. As construction progresses, additional barriers will be installed around the base of stockpiles and other erosion prone areas.


If sediment has accumulated to a depth which impairs proper functioning of the barrier, it will be removed by hand or by machinery operating upslope of the barriers. This material will be either reused at the Project Site or disposed of at a suitable offsite location. Any damaged sections of the barrier will be repaired or replaced immediately upon discovery.

Turbidity Curtain

A floating turbidity curtain will be installed within the Muddy River adjacent to the granite slope near the north wall to protect the resource from potential sediment inflow. The curtain will consist of nylon reinforced vinyl attached to a float at the top and weighted down by a ¼” chain.

Catch Basin Inlet Protection

The inlets of existing and proposed catch basins will be protected from sediment inflow during the work period by surrounding them with a barrier of staked straw bales or by installing Silt Sacks®. If straw bales are used, a layer of non-woven filter fabric shall be placed beneath the grate of each basin. If sediment has collected behind the barrier or in the Silt Sack® to a point where it impairs proper functioning, it will be removed and will be either reused onsite or disposed of at a suitable offsite location.

Stabilized Construction Exits

Stone anti-tracking pads will be installed at each access point to the work area to prevent the offsite transport of sediment by construction vehicles. The stabilized construction exits will be at least fifty feet long and will consist of a 4-inch thick layer of crushed stone (1.5 inches in diameter). The stone will be placed over a layer of non-woven filter fabric. The anti-tracking pads will remain in place until a binder coat of pavement has been established on paved surfaces.

Stormwater Management

Runoff generated from impervious surfaces will be collected and managed in accordance with the DEP policy. A stormwater management system will be constructed that includes measures to provide groundwater recharge, attenuate peak flows, and provide water quality treatment. Full details on the system (including supporting calculations) are included in the accompanying Stormwater Memorandum.

Compliance with the 10 stormwater management standards cited in Section 310 CMR 10.05(6)(k) of the WPA Regulations is evaluated in the Regulatory Compliance section of the Stormwater Management Report.

Regulatory Compliance As demonstrated below, the Project work fully complies with applicable performance standards contained in the WPA for Riverfront Area and the 100’ buffer zone, and will


protect the interests of the Ordinance. Compliance with each of the applicable performance standards is described in more detail below.

Bordering Land Subject to Flooding

The Project will temporarily alter approximately 60 square feet of BLSF. The general performance standards for BLSF are promulgated in 310 CMR 10.57(4)(a) and are discussed below.

1. Compensatory storage shall be provided for all flood storage volume that will be lost as the result of a proposed project within BLSF, when in the judgment of the issuing authority said loss will cause an increase or will contribute incrementally to an increase in the horizontal extent and level of flood waters during peak flows.

Compensatory storage shall mean a volume not previously used for flood storage and shall be incrementally equal to the theoretical volume of flood water at each elevation, up to and including the 100-year flood elevation, which will be displaced by the proposed project. Such compensatory volume shall have an unrestricted hydraulic connection to the same waterway or water body. Further, with respect to waterways, such compensatory volume shall be provided within the same reach of the river, stream or creek.

Compensatory flood storage will not be reduced as a result of the Project; therefore, no compensatory flood storage is proposed.

2. Work within BLSF, including that work required to provide the above-specified compensatory storage, shall not restrict flows so as to cause an increase in flood stage or velocity.

Work within BLSF will not restrict flows so as to cause an increase in flood stage or velocity. During the construction period, the contractor will be directed to monitor potential flood events and time construction to avoid periods of high flow if possible. Construction period at each of the walls is anticipated to be twelve weeks.

3. Work in those portions of BLSF found to be significant to the protection of wildlife habitat shall not impair its capacity to provide important wildlife habitat functions.

As discussed in previous sections of this narrative, the Project Area is previously developed. The BLSF on the Project Area does not provide important wildlife habitat functions and no permanent impact to BLSF is proposed.

Work in Riverfront Area

As demonstrated below, work proposed in the Riverfront Area complies with the requirements contained in 310 CMR 10.58(5):

Notwithstanding the provisions of 310 CMR 10.58(4)(c) and (d), the issuing authority may allow work to redevelop a previously developed riverfront area, provided the proposed work improves existing conditions … Work to redevelop previously developed riverfront areas shall conform to the following criteria:


(a) At a minimum, proposed work shall result in an improvement over existing conditions of the capacity of the riverfront area to protect the interests identified in M.G.L. c. 131 § 40. When a lot is previously developed but no portion of the riverfront area is degraded, the requirements of 310 CMR 10.58(4) shall be met.

Work proposed in the RA will improve existing conditions of the capacity of the RA on the Project Site to protect the interests described in the WPA by removing structures located within the RA and adding vegetated areas.

(b) Stormwater management is provided according to standards established by the Department.

Stormwater management measures on the Project Site meet or exceed the standards established by the DEP.

(c) Within 200-foot riverfront areas, proposed work shall not be located closer to the river than existing conditions or 100 feet, whichever is less, or not closer than existing conditions within 25-foot riverfront areas, except in accordance with 310 CMR 10.58(5)(f) or (g).

Proposed work within the RA is not located closer to the River than the existing conditions. The proposed Project will remove structures from the 25’ RA on the Project Site.

(d) Proposed work, including expansion of existing structures, shall be located outside the riverfront area or toward the riverfront area boundary and away from the river, except in accordance with 310 CMR 10.58(5)(f) or (g).

Proposed work is unavoidable within the RA because the work consists of removing previously constructed walls located within the 25’ RA.

(e) The area of proposed work shall not exceed the amount of degraded area, provided that the proposed work may alter up to 10% if the degraded area is less than 10% of the riverfront area, except in accordance with 310 CMR 10.58(5)(f) or (g).

The area of proposed work will not exceed the amount of degraded area on the Project Site.

(f) When an applicant proposes restoration on-site of degraded riverfront area, alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(5)(c), (d), and (e) at a ratio in square feet of at least 1:1 of restored area to area of alteration not conforming to the criteria. Areas immediately along the river shall be selected for restoration. Alteration not conforming to the criteria shall begin at the riverfront area boundary.

There is currently no undisturbed RA on the Project Site. Restoration is not proposed within the RA; however, areas within the LOW will be loamed and seeded after the non-structural walls and their foundations are excavated and removed—representing an enhancement to the Project Site over existing conditions.

Per Paragraph G, Section (viii) of the Ordinance,


The Commission shall presume the riverfront area is important to all the Resource Area Values unless demonstrated otherwise, and no permit issued hereunder shall permit any activities unless the Commission finds by preponderance of the evidence that there is no practicable alternative to the proposed project with less adverse effects, and that such activities, including proposed mitigation measures, will have no significant adverse impact on the areas or values protected by this Ordinance.

Alternatives evaluated for the Project included:

• Alternative 1 – walls not removed (i.e. the “no-build” alternative)

• Alternative 2 – non-structural walls removed (preferred alternative)

As the purpose of this Project is to remove the non-structural walls in Charlesgate Park to prepare the Project Site for future improvement projects, not removing the walls would not satisfy the Project’s purpose. Therefore, Alternative 1 was not considered a viable option for the Project’s design.

The preferred alternative has been designed to minimize impacts to resource areas during removal of the walls and will improve existing conditions on the Project Site after the walls are removed. All anticipated impacts to resource areas protected by the WPA and the Ordinance associated with this Project will be temporary in nature.

Work in Locally Regulated Resource Areas

Waterfront Area

The proposed Project lies within the Waterfront Area, as defined in the Ordinance’s implementing Regulations under Section 2(8) as:

Lands adjoining coastal beach, dune, bank, tidal flats, rocky intertidal shores, salt marshes or land containing shellfish; or inland bank, lake, pond, intermittent stream, brook, creek or riverfront area out to a distance of twenty-five (25) feet.

The proposed Project will result in approximately 4,653 square feet of temporary alterations within the WA. The project will not impair the condition of the WA on the Project Site by removing structures from the area and loaming and seeding near the Bank of the southern wall. This will stabilize the area and minimize future erosion into the Muddy River. There are no anticipated permanent adverse impacts from this proposed work which will require the need for mitigation.

Work in Buffer Zone

Work within buffer zone is not governed by specific regulatory performance standards in the WPA or the Ordinance. In general, work within buffer zones is permissible when said work has been designed, or can be conditioned, such that there will be no impact on the downgradient wetland resource area(s) being buffered. As identified in 310 CMR 10.53(1) of the WPA regulations:


For work in Buffer Zone subject to review under 310 CMR 10.02(2)(b)3., the issuing authority should consider the characteristics of the buffer zone, such as the presence of steep slopes, that may increase the potential for adverse impacts on resource areas. Conditions may include limitations on the scope and location of work in the buffer zone as necessary to avoid alteration of resource areas. The issuing authority may require erosion and sedimentation controls during construction, a clear limit of work, and the preservation of natural vegetation adjacent to the resource area and/or other measures commensurate with the scope and location of the work within the buffer zone to protect the interests of the Act.

The proposed project has been designed to address these requirements. Work within the 100-foot buffer zone includes removal of previously constructed non-structural walls and proposed loam and seed near the Bank of the southern wall.

As identified in the Mitigation Measures section of this attachment, an erosion and sedimentation control program will be implemented to prevent adverse impacts during construction.

Summary The Applicant is proposing to remove two non-structural walls located at Charlesgate Park in Boston, MA. Work will consist of removing the walls down to just below grade level, backfilling the footprints of the walls, and loaming and the adjacent areas. Planting of native species is also proposed along and adjacent to the Bank of the southern wall to help stabilize the area and minimize future erosion. While the proposed wall removal is related to the long-term revitalization effort for the park, it is considered a preliminary first-step standalone project intended to improve public safety and sight lines in the park in the immediate term. It will be permitted, designed, and funded independently of other Charlesgate Park revitalization efforts.

As proposed, the Project will result in temporary impacts and alterations within BLSF, RA, WA, and the 100-foot buffer zones. No work is proposed in LUWW or Bank. Most of the work will occur within previously developed areas. A suite of mitigation measures is proposed to prevent short- and long-term impacts to resource area buffer zones. Mitigation measures proposed include an erosion and sedimentation control program, which will include structural and non-structural practices.

The Applicant respectfully requests that the Boston Conservation Commission find these measures adequately protective of the interests identified in the WPA and the Ordinance and issue an Order of Conditions approving the work described in this NOI and shown on the accompanying plans.

Supplemental NOI Narrative Text

Alternatives Analysis

Per Paragraph G, Section (viii) of the Ordinance,

The Commission shall presume the riverfront area is important to all the Resource Area Values unless demonstrated otherwise, and no permit issued hereunder shall permit any activities unless the Commission finds by preponderance of the evidence that there is no practicable alternative to the proposed project with less adverse effects, and that such activities, including proposed mitigation measures, will have no significant adverse impact on the areas or values protected by this Ordinance.

Alternatives evaluated for the Project included:

• Alternative 1 – walls not removed (i.e. the “no-build” alternative)

• Alternative 2 – non-structural walls removed and footprints revegetated

• Alternative 3 – non-structural walls removed and edge of footprints revegetated (preferred alternative)

As the purpose of this Project is to remove the non-structural walls in Charlesgate Park to prepare the Project Site for future improvement projects, not removing the walls would not satisfy the Project’s purpose. Therefore, Alternative 1 was not considered a viable option for the Project’s design.

The second alternative considered for this Project was Alternative 2: to remove the two existing non-structural walls in Charlesgate Park and loam and seed the footprints of the walls in order to restore the area. Though this may seem like the best option, revegetating the areas under the Bowker Overpass is expected to ultimately be unsuccessful as the area does not receive any direct sunlight and is currently completely unvegetated. For this reason, Alternative 2 was not considered the best option for the Project’s design.

The preferred alternative is almost identical to Alternative 2, but instead proposes to loam and seed only the sections of the walls’ footprints which extend beyond the width of the overpass. The interior sections of the footprints will be covered with stone dust material to match the existing condition in other areas underneath the overpass. This alternative is more likely to result in successful establishment of ground cover in the seeded areas.

This Project has been designed to minimize impacts to resource areas during removal of the walls and will ultimately improve existing conditions on the Project Site after the walls are removed. All anticipated impacts to resource areas protected by the WPA and the Ordinance associated with this Project will be temporary in nature.

Additional alternatives for this Project were not vetted because of the future work planned for the Project Site. Any additional work in the area beyond wall removal may result in an increased number of temporary impacts (and potential permanent impacts) to the resource areas, as well as to the existing transportation infrastructure.

Climate Resilience

The Project Site’s vulnerability to anticipated climate change impacts related to extreme temperatures, precipitation, and sea level rise (SLR) was evaluated using the City of Boston’s online Climate Ready Boston Map Explorer. Based on the available information, there are no anticipated effects to the Project Site due to coastal flooding in any of the 20-, 30-, or 50-year flood risk projections. Additionally, no areas within the Project Site are expected to experience an increase in Stormwater Flooding in the near-, medium-, or long-term. However, an area north of the Project Site is projected to experience increased flooding in all three categories. This area is adjacent to the Muddy River, which will likely be able to accommodate the increased volumes of stormwater.

Most of the Project Site is expected to experience a moderate increase in Daytime Land Surface Temperature. The southwest corner of the Project Site is expected to experience a high increase in Daytime Land Surface Temperature. Relative to the surrounding areas, the Project Site is anticipated to see the lowest increase in land surface temperatures, likely because of its proximity to the Muddy River.

Overall, the Project will result in an incremental benefit to the Project Site by increasing its flood storage capacity. Currently, the stone walls occupy space within the Riverfront Area and displace potential floodwaters. Removal of the walls will result in an increase in pervious surface on the Project Site and as a result, an increase in potential flood storage capacity.

Construction Sequence Regarding the narrative, The Commission will want more information on the anticipated means and methods of the demolition as well as sequencing. As I indicated on the site walk, the Commission will want to know how the stormwater system will be managed during the demolition so as to prevent waterfalls from the overpass.

Detailed means and methods of construction will be at the discretion and responsibility of the contractor performing the work. However, the Project will consist of the following general activities:

- Remove and stockpile stone façade

- Excavate areas within LOW adjacent to walls

- Existing reinforcing to be cut flush with top face of footing

As noted on pages 14 and 15 in the NOI Construction Plans, the new downspouts will be constructed on the pier columns prior to demolishing the wall so that the downspouts can be quickly spliced over, and existing bridge drainage can be maintained.

Attachment B: Abutter Information

Attachment B Abutter Information

› Affidavit of Service › Notice to Abutters › Babel Notice › Certification of Translation › List of Abutters

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January 6, 2022

This is to certify that the yellow-highlighted text within the translation is, to the best of my knowledge and belief, a true and accurate translation from English into Spanish of the attached document:

Spanish Abutter Notification Form Linguistic Systems, Inc. adheres to an ISO-certified quality management system that ensures best practices are always followed in the selection of linguists skilled in both the languages and subject matters necessary for every translation.

Jessica Riley Project Manager Linguistic Systems

1 CITY HALL SQUARE BOSTON, MA 02201-2021 | ROOM 709 | 617-635-3850 | [email protected]

NOTIFICACIÓN PARA PROPIETARIOS Y/O VECINOS COLINDANTES

COMISIÓN DE CONSERVACIÓN DE BOSTON

De conformidad con la Ley de protección de los humedales de Massachusetts, el Capítulo 131, Sección 40 de las Leyes Generales de Massachusetts y la Ordenanza sobre los humedales de Boston, por la presente queda usted notificado como propietario o vecino colindante de un proyecto presentado ante la Comisión de Conservación de Boston.

A. El Departamento de Conservación y Recreación ha presentado una solicitud a la Comisión de Conservación de Boston pidiendo permiso para modificar una zona sujeta a protección en virtud de la Ley de protección de los humedales (Leyes generales, capítulo 131, sección 40) y la Ordenanza sobre los humedales de Boston.

B. La dirección del lote donde se propone la actividad es Charlesgate West y Beacon Street.

C. El proyecto consiste en la remoción de dos muros no estructurales en Charlesgate Park ubicados debajo del paso elevado del intercambiador Bowker.

D. Se pueden obtener copias del Aviso de Intención comunicándose con la Comisión de Conservación de Boston en [email protected].

Las copias de la notificación de intención pueden solicitarse a Dan Cannata comunicándose a [email protected] o al 617-607-1019 entre las 9 a. m. y 4 p. m. de lunes a viernes.

E. De acuerdo con el Decreto Ejecutivo de le Mancomunidad de Massachusetts que suspende ciertas disposiciones de la Ley de reuniones abiertas, la audiencia pública se llevará a cabo virtualmente en https://zoom.us/j/6864582044. Si no puede acceder a Internet, puede llamar al 1-929-205- 6099, ingresar ID de reunión 686 458 2044 # y usar # como su ID de participante.

F. La información relativa a la fecha y hora de la audiencia pública puede solicitarse a la Comisión de Conservación de Boston por correo electrónico a [email protected] o llamando al (617) 635-4416 entre las 9 AM y las 5 PM, de lunes a viernes.

NOTA: La notificación de la audiencia pública, incluida su fecha, hora y lugar, se publicará en el Boston Herald con al menos cinco (5) días de antelación.

NOTA: La notificación de la audiencia pública, incluida su fecha, hora y lugar, se publicará en www.boston.gov/public-notices y en el Ayuntamiento de Boston con no menos de cuarenta y ocho (48) horas de antelación. Si desea formular comentarios, puede asistir a la audiencia pública o enviarlos por escrito a [email protected] o al Ayuntamiento de Boston, Departamento de Medio Ambiente, Sala 709, 1 City Hall Square, Boston, MA 02201.

NOTA: También puede comunicarse con la Comisión de Conservación de Boston o con la Oficina Regional del Noreste del Departamento de Protección Ambiental para obtener más información sobre esta solicitud o la Ley de Protección de Humedales. Para comunicarse con el DEP, llame a la Región Noreste: (978) 694-3200.

mailto:[email protected]



https://zoom.us/j/6864582044




http://www.boston.gov/public-notices





NOTA: si tiene previsto asistir a la audiencia pública y necesita servicios de interpretación, sírvase informar al personal en [email protected] antes de las 12 PM del día anterior a la audiencia.



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Charlesgate West & Beacon Street

the removal of two non-structural walls in Charlesgate Park beneath the Bowker Interchange Overpass

[email protected] or 617-607-1019Dan Cannata

9 am to 4 pm Monday - Friday

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The Department of Conservation and Recreation

Charlesgate West & Beacon Street

the removal of two non-structural walls in Charlesgate Park beneath the Bowker Interchange Overpass

[email protected] or 617-607-1019Dan Cannata

9 am to 4 pm Monday - Friday


NOTIFICACIÓN PARA PROPIETARIOS Y/O VECINOS COLINDANTES COMISIÓN DE CONSERVACIÓN DE BOSTON

De conformidad con la Ley de protección de los humedales de Massachusetts, el Capítulo 131, Sección 40 de las Leyes Generales de Massachusetts y la Ordenanza sobre los humedales de Boston, por la presente queda usted notificado como propietario o vecino colindante de un proyecto presentado ante la Comisión de Conservación de Boston.

A. El Departamento de Conservación y Recreación ha presentado una solicitud a la Comisión deConservación de Boston pidiendo permiso para modificar una zona sujeta a protección en virtud dela Ley de protección de los humedales (Leyes generales, capítulo 131, sección 40) y la Ordenanzasobre los humedales de Boston.

B. La dirección del lote donde se propone la actividad es Charlesgate West y Beacon Street.

C. El proyecto consiste en la remoción de dos muros no estructurales en Charlesgate Park ubicadosdebajo del paso elevado del intercambiador Bowker.

D. Se pueden obtener copias del Aviso de Intención comunicándose con la Comisión deConservación de Boston en [email protected].

Las copias de la notificación de intención pueden solicitarse a Dan Cannata comunicándose a [email protected] o al 617-607-1019 entre las 9 a.m. y 4 p.m. de lunes a viernes.

E. De acuerdo con el Decreto Ejecutivo de le Mancomunidad de Massachusetts que suspende ciertasdisposiciones de la Ley de reuniones abiertas, la audiencia pública se llevará a cabo virtualmente enhttps://zoom.us/j/6864582044. Si no puede acceder a Internet, puede llamar al 1-929-205-6099, ingresar ID de reunión 686 458 2044 # y usar # como su ID de participante.

F. La información relativa a la fecha y hora de la audiencia pública puede solicitarse a la Comisiónde Conservación de Boston por correo electrónico a [email protected] o llamando al (617) 635-4416 entrelas 9 AM y las 5 PM, de lunes a viernes.

NOTA: La notificación de la audiencia pública, incluida su fecha, hora y lugar, se publicará en el Boston Herald con al menos cinco (5) días de antelación.

NOTA: La notificación de la audiencia pública, incluida su fecha, hora y lugar, se publicará en www.boston.gov/public-notices y en el Ayuntamiento de Boston con no menos de cuarenta y ocho (48) horas de antelación. Si desea formular comentarios, puede asistir a la audiencia pública o enviarlospor escrito a [email protected] o al Ayuntamiento de Boston, Departamento de Medio Ambiente, Sala 709,1 City Hall Square, Boston, MA 02201.

NOTA: También puede comunicarse con la Comisión de Conservación de Boston o con la Oficina Regional del Noreste del Departamento de Protección Ambiental para obtener más información sobre esta solicitud o la Ley de Protección de Humedales. Para comunicarse con el DEP, llame a la Región Noreste: (978) 694-3200.








NOTA: si tiene previsto asistir a la audiencia pública y necesita servicios de interpretación, sírvase informar al personal en [email protected] antes de las 12 PM del día anterior a la audiencia.



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Attachment C: Stormwater Memorandum

Attachment C Stormwater Memorandum

\\vhb\gbl\proj\Wat-TE\15356.00 DCR Charlesgate\Reports\NOI\Stormwater Memo\Charlesgate

StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

To: Boston Conservation Commission

1 City Hall Square, Room 709

Boston, MA 02201

Date: November 12, 2021

Project #: 15356.00

From: Eric J. Monkiewicz, PE Re: Stormwater Management Memorandum

Charlesgate Park (Boston)

This Stormwater Management Memorandum has been prepared to show compliance with the Massachusetts

Stormwater Management Standards in accordance with the Massachusetts Wetlands Protection Act Regulations (310

CMR 10.00).

Project Description

The Applicant, the Department of Conservation and Recreation (DCR), is proposing to remove two non-structural cast-

in-place concrete walls with granite facing (the Project) located at Charlesgate Park in Boston, MA (the Project Site).

Proposed work generally includes removing the walls down to just below grade level, backfilling the footprints of the

walls, and loam and seed the adjacent areas. Additional loam and seed is proposed along and adjacent to the Bank of

the southern wall to help stabilize the area and minimize future erosion. While the proposed wall removal is related to

the long-term revitalization effort for the park, it is considered a preliminary first-step standalone project intended to

improve public safety and sight lines in the park in the immediate term. It will be permitted, designed, and funded

independently of other Charlesgate Park revitalization efforts.

Portions of land on or near the Project Site contain resource areas subject to the jurisdiction of the WPA and the

Ordinance, including Bank, Bordering Land Subject to Flooding (BLSF), Land Under Waterbodies and Waterways, and

Riverfront Area (RA). All resource areas are associated with the Muddy River. As defined in the WPA and the

Ordinance, the RA for the City of Boston extends only 25 feet from a river’s mean annual high-water line (MAHW). The

WPA also establishes a 100-foot buffer zone to Bank. The Ordinance establishes a 25-foot Waterfront Area (WA) which

extends 25 feet from the RA, as well as a 100-foot buffer zone resource area (BZRA) to Bank. The Project will result in

temporary impacts and alterations within RA, BLSF, WA, and the 100-foot buffer zones.

Resource areas will be protected from impacts during construction through the implementation of an erosion and

sedimentation control program. This program includes provisions to minimize areas of disturbance through phasing

and sequencing, limit erosion through stabilization, and prevent sediment from leaving the Project Site by installing

structural controls. The Project will not change any drainage patterns or flow of stormwater off the Project Site.

The proposed Project has been designed to fully comply with the MassDEP Stormwater Management Standards.

Site Description

The Project Site is located on two parcels of land located between Beacon Street and the Massachusetts Turnpike (I-

90) in the Back Bay neighborhood of Boston, MA. The Muddy River and the Bowker Overpass both run north-south

throughout the Project Site, with the river located on the eastern portion of the Project Site and the overpass more


StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

aligned with the center of the parcels. The northern end of the Project Site is primarily mowed lawn, with a large stone

dust area below the Bowker Overpass and a brick paver walkway in the northeast corner connecting Beacon Street

and Charlesgate East. The southern end of the Project Site has a similar layout, with a majority of the space consisting

of mowed lawn, a large stone dust area under the overpass, and a brick-paved area in the southeastern corner of the

lot.

The Project Site is bounded primarily by residential properties to the east and west, with a few commercial-use

properties scattered throughout. North and south of the Project Site are a combination of transportation rights-of-

way and public open spaces, including the James J. Storrow Memorial Drive and Charles River Reservation to the

north, and I-90 and the Back Bay Fens to the south.

Existing Drainage Conditions

Runoff from the existing Bowker Overpass is generally collected in scuppers and flow through downspouts within the

existing walls ultimately discharging into the Muddy River. Stormwater flow and treatment will not be altered by this

preliminary first-step standalone Project.

Proposed Drainage Conditions

Proposed work generally includes removing the walls down to just below grade level, backfilling the footprints of the

walls, and loam and seed the adjacent areas. Additional loam and seed is proposed along and adjacent to the Bank of

the southern wall to help stabilize the area and minimize future erosion. The downspouts that are within the existing

walls will be replace with new downspout pipes and attached to the bridge columns. As such, proposed drainage

patterns are not being altered as part of the Project and impervious area will slightly decrease with the removal of the

existing walls.

Massachusetts Department of Environmental Protection (MassDEP) – Stormwater

Management Standards

As demonstrated below, the proposed Project fully complies with the MassDEP Stormwater

Management Standards.

Standard 1: No New Untreated Discharges

The Project has been designed to fully comply with Standard 1. No new untreated discharges

are proposed as part of the Project.


StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

Standard 2: Peak Rate Attenuation

The Project has been designed to fully comply with Standard 2 to the maximum extent

practicable.

Standard 3: Stormwater Recharge


practicable.

Standard 4: Water Quality


practicable.

Standard 5: Land Uses with Higher Potential Pollutant Loads (LUHPPLs)

The Project use is not listed as a land use with higher potential pollutant loads.

Standard 6: Critical Areas

The project does not discharge to an Outstanding Resource Water (ORW), Coldwater Fisheries

or an Area of Critical Environmental Concern (ACEC).

Standard 7: Redevelopments and Other Projects Subject to the

Standards only to the Maximum Extent Practicable


practicable. The Project is classified as a redevelopment project.

Standard 8: Construction Period Pollution Prevention and Erosion

and Sedimentation Controls

The stormwater portion of the project will disturb less than 1 acre of land and is therefore not

required to obtain coverage under the Environmental Protection Agency (EPA) National

Pollutant Discharge Elimination System (NPDES) Construction General Permit.


StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

Standard 9: Operation and Maintenance Plan

In compliance with Standard 9, a Post Construction Stormwater Operation and Maintenance

(O&M) Plan has been developed for the Project. The O&M Plan is included in Appendix B.

Standard 10: Prohibition of Illicit Discharges

Any illicit connections to sanitary sewer or storm drainage structures found in the project limit

of work will be removed or incorporated into the project. The design plans submitted with

this report have been designed so that the components included therein are in full

compliance with current standards. No statement is made with regard to the drainage system

in portions of the site not included in the redevelopment project area. The Long-Term

Pollution Prevention Plan includes measures to prevent illicit discharges. If an illicit connection

is discovered, the Boston Department of Public Works and Board of Health will be notified to

take appropriate action.

Attachments: Appendix A – Stormwater Checklist

Appendix B – Operation and Maintenance Plan and Long-Term Pollution Prevention Plan


StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

Attachment A

Stormwater Checklist

◼

Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 1 of 9

Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program

Checklist for Stormwater Report

A. Introduction

Important: When filling out forms on the computer,

use only the tab key to move your cursor - do not

use the return key.

A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth.

The Stormwater Report must include:

• The Stormwater Checklist completed and stamped by a Registered Professional Engineer (seepage 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklistis to be used as the cover for the completed Stormwater Report.

• Applicant/Project Name

• Project Address

• Name of Firm and Registered Professional Engineer that prepared the Report

• Long-Term Pollution Prevention Plan required by Standards 4-6

• Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan requiredby Standard 82

• Operation and Maintenance Plan required by Standard 9

In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations.

As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook.

To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report.

1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to

the post-construction best management practices.

2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in

the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site.

http://www.mass.gov/dep/water/laws/policies.htm#storm




B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily

need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report.

Registered Professional Engineer’s Certification I have reviewed the Stormwater Memorandum Report, including the soil evaluation, computations, Long-

term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long-term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application.

Registered Professional Engineer Block and Signature

Signature and Date

Checklist

Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment?

New development

Redevelopment

Mix of New Development and Redevelopment

Monkiewicz, EricDigitally signed by Monkiewicz, EricDate: 2021.11.12 18:05:38-05'00'




Checklist (continued)

LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project:

No disturbance to any Wetland Resource Areas

Site Design Practices (e.g. clustered development, reduced frontage setbacks)

Reduced Impervious Area (Redevelopment Only)

Minimizing disturbance to existing trees and shrubs

LID Site Design Credit Requested:

Credit 1

Credit 2

Credit 3

Use of “country drainage” versus curb and gutter conveyance and pipe

Bioretention Cells (includes Rain Gardens)

Constructed Stormwater Wetlands (includes Gravel Wetlands designs)

Treebox Filter

Water Quality Swale

Grass Channel

Green Roof

Other (describe):

Standard 1: No New Untreated Discharges

No new untreated discharges

Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth

Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included.





Standard 2: Peak Rate Attenuation - (to the Maximum Extent Practicable)

Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding.

Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm.

Calculations provided to show that post-development peak discharge rates do not exceed pre-

development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24-hour storm.

Standard 3: Recharge - (to the Maximum Extent Practicable)

Soil Analysis provided.

Required Recharge Volume calculation provided.

Required Recharge volume reduced through use of the LID site Design Credits.

Sizing the infiltration BMPs is based on the following method: Check the method used.

Static Simple Dynamic Dynamic Field1

Runoff from all impervious areas at the site discharging to the infiltration BMP.

Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume.

Recharge BMPs have been sized to infiltrate the Required Recharge Volume.

Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason:

Site is comprised solely of C and D soils and/or bedrock at the land surface

M.G.L. c. 21E sites pursuant to 310 CMR 40.0000

Solid Waste Landfill pursuant to 310 CMR 19.000

Project is otherwise subject to Stormwater Management Standards only to the maximum extent

practicable.

Calculations showing that the infiltration BMPs will drain in 72 hours are provided.

Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included.




1 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used.


Standard 3: Recharge (continued)

The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10-year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided.

Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas.

Standard 4: Water Quality - (to the Maximum Extent Practicable)

The Long-Term Pollution Prevention Plan typically includes the following:

• Good housekeeping practices;

• Provisions for storing materials and waste products inside or under cover;

• Vehicle washing controls;

• Requirements for routine inspections and maintenance of stormwater BMPs;

• Spill prevention and response plans;

• Provisions for maintenance of lawns, gardens, and other landscaped areas;

• Requirements for storage and use of fertilizers, herbicides, and pesticides;

• Pet waste management provisions;

• Provisions for operation and management of septic systems;

• Provisions for solid waste management;

• Snow disposal and plowing plans relative to Wetland Resource Areas;

• Winter Road Salt and/or Sand Use and Storage restrictions;

• Street sweeping schedules;

• Provisions for prevention of illicit discharges to the stormwater management system;

• Documentation that Stormwater BMPs are designed to provide for shutdown and containment in theevent of a spill or discharges to or near critical areas or from LUHPPL;

• Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan;

• List of Emergency contacts for implementing Long-Term Pollution Prevention Plan.

A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as anattachment to the Wetlands Notice of Intent.

Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule forcalculating the water quality volume are included, and discharge:

is within the Zone II or Interim Wellhead Protection Area

is near or to other critical areas

is within soils with a rapid infiltration rate (greater than 2.4 inches per hour)

involves runoff from land uses with higher potential pollutant loads.

The Required Water Quality Volume is reduced through use of the LID site Design Credits.

Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided.





Standard 4: Water Quality (continued)

The BMP is sized (and calculations provided) based on:

The ½” or 1” Water Quality Volume or Maximum Extent Practicable

The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume.

The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs.

A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided.

Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) – (N.A.)

The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report.

The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs.

The NPDES Multi-Sector General Permit does not cover the land use.

LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan.

All exposure has been eliminated.

All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list.

The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent.

Standard 6: Critical Areas – (N.A.)

The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area.

Critical areas and BMPs are identified in the Stormwater Memorandum & NOI.





Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable

The project is subject to the Stormwater Management Standards only to the maximum Extent

Practicable as a:

Limited Project

Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development

provided there is no discharge that may potentially affect a critical area.

Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area

Marina and/or boatyard provided the hull painting, service and maintenance areas are protected

from exposure to rain, snow, snow melt and runoff

Bike Path and/or Foot Path

Redevelopment Project

Redevelopment portion of mix of new and redevelopment.

Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an

explanation of why these standards are not met is contained in the Stormwater Report.

The project involves redevelopment and a description of all measures that have been taken to

improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions.

Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control

A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information:

• Narrative;

• Construction Period Operation and Maintenance Plan;

• Names of Persons or Entity Responsible for Plan Compliance;

• Construction Period Pollution Prevention Measures;

• Erosion and Sedimentation Control Plan Drawings;

• Detail drawings and specifications for erosion control BMPs, including sizing calculations;

• Vegetation Planning;

• Site Development Plan;

• Construction Sequencing Plan;

• Sequencing of Erosion and Sedimentation Controls;

• Operation and Maintenance of Erosion and Sedimentation Controls;

• Inspection Schedule;

• Maintenance Schedule;

• Inspection and Maintenance Log Form.

A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing

the information set forth above has been included in the Stormwater Report.





Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued)

The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins.

The project is not covered by a NPDES Construction General Permit.

The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report.

The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins.

Standard 9: Operation and Maintenance Plan

The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information:

Name of the stormwater management system owners;

Party responsible for operation and maintenance;

Schedule for implementation of routine and non-routine maintenance tasks;

Plan showing the location of all stormwater BMPs maintenance access areas;

Description and delineation of public safety features;

Estimated operation and maintenance budget; and

Operation and Maintenance Log Form.

The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions:

A copy of the legal instrument (deed, homeowner’s association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs;

A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions.

The project area is owned by MassDOT and will be maintained in accordance with MassDOT’s standard Operation and Maintenance Plan for roadway maintenance.





Standard 10: Prohibition of Illicit Discharges

The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges;

An Illicit Discharge Compliance Statement is attached; included below

NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of

any stormwater to post-construction BMPs.

To the best of our knowledge, the project area does not currently have a closed

drainage system. As a result, it is our understanding that there are no illicit

connections. If portions of a closed drainage system are discovered during

construction, the Project contractor will be required to verify there are no illicit

connections to the drainage system. If an illicit connection is discovered, the

Mendon Department of Public Works and Board of Health will be notified to take

appropriate action.

No statement is made regarding portions of existing drainage systems not

included in the project area.

Any illicit connections to sanitary sewer or storm drainage structures found in the project limit of work

will be removed or incorporated into the project. The design plans submitted with this report have been

designed so that the components included therein are in full compliance with current standards. No

statement is made with regard to the drainage system in portions of the site not included in the

redevelopment project area. The Long-Term Pollution Prevention Plan includes measures to prevent

illicit discharges.


StormwaterMemo.docx

101 Walnut Street

Watertown, MA 02472

P 617.924.1770

Attachment B

Operation and Maintenance/Long Term Pollution

Prevention Plan

◼

Page | 1

Charlesgate Park

Boston, MA

Operation and Maintenance Plan (O&M)

and

Long Term Pollution Prevention Plan (LTPPP)

November 2021

This Stormwater Management System Operation and Maintenance Plan provides for the

inspection and maintenance of existing and proposed downspouts and for measures to prevent

pollution associated with the non-structural wall demolitions at the Charlesgate Park in Boston,

MA.

This document has been prepared in accordance with the requirements of the Stormwater

Regulations included in the Massachusetts Wetlands Protection Act Regulations (310 CMR 10).

Responsible Party

The Massachusetts Department of Conservation and Recreation (DCR) will be responsible for the

maintenance of the associated stormwater management features, in accordance with their own

standards.

Questions or concerns regarding maintenance activities may also be addressed to DCR:

Massachusetts Department of Conservation and Recreation Main Office

251 Causeway Street

Boston, MA 02114

(508) 509-1757

tel:+16176261250

Page | 2

Maintenance Measures

The stormwater management system covered by this Operation and Maintenance Plan consists of

the following component:

• Downspouts and Landscape area

Maintenance of this component will be conducted in accordance with DCR standard maintenance

practices.

If inspection indicates the need for major repairs of structural surfaces, the inspector should

contact the DCR maintenance supervisor to initiate procedures to effect repairs in accordance

with DCR’s standard construction practices.

Practices for Long Term Pollution Prevention

In general, long term pollution prevention and related maintenance activities will be conducted

consistent with DCR Storm Water Management Plan. Information about the plan are available at

the following web-site:

https://www.mass.gov/service-details/dcr-stormwater-management

For the facilities covered by this Operation and Maintenance Plan, long term pollution prevention

includes the following measures:

Litter Pick-up

DCR will conduct litter pick-up from the stormwater management facilities in conjunction with

routine maintenance activities.

Routine Inspection and Maintenance

DCR will conduct inspection and maintenance of the stormwater management practices in

accordance with the guidelines discussed above.

https://www.mass.gov/service-details/dcr-stormwater-management

Page | 3

Spill Prevention and Response

DCR will implement response procedures for releases of significant materials such as fuels, oils, or

chemical materials onto the ground or other areas that could reasonably be expected to

discharge to surface or groundwater.

• Reportable quantities will immediately be reported to the applicable Federal, State, and

local agencies as required by law.

• Applicable containment and cleanup procedures will be performed immediately.

Impacted material collected during the response must be removed promptly and

disposed of in accordance with Federal, State, and local requirements. A licensed

emergency response contractor may be required to assist in cleanup of releases

depending on the amount of the release and the ability of the responsible party to

perform the required response.

• Reportable quantities of chemical, fuels, or oils are established under the Clean Water Act

and enforced through DEP.

Maintenance of Landscaped Areas

Routine mowing should be conducted according to standard DCR practices.

DCR shall minimize use of fertilizers, herbicides, and pesticides for the maintenance of facilities

covered by this plan. Any use of fertilizers, herbicides, or pesticides shall be reviewed and

approved by the DCR Division of Engineering prior to application. Local Conservation

Commission review may also be required.

Snow and Ice Management

Snow and Ice Management shall be conducted according to standard DCR practices.

Prohibition of Illicit Discharges

The DEP Stormwater Management Standards prohibit illicit discharges to the storm water

management system. Illicit discharges are discharges that do not entirely consist of stormwater,

except for certain specified non-stormwater discharges.

Discharges from the following activities are not considered illicit discharges:

firefighting foundation drains

water line flushing footing drains

landscape irrigation individual resident car washing

uncontaminated groundwater flows from riparian habitats and wetlands

potable water sources dechlorinated water from swimming pools

water used to clean residential buildings

without detergents

water used for street washing

air conditioning condensation

There are no known or proposed illicit connections associated with this project. If a potential illicit

discharge to the facilities covered by this plan is detected (e.g., dry weather flows at any pipe

outlet, evidence of contamination of surface water discharge by non-stormwater sources), the

applicable parties shall be notified for assistance in determining the nature and source of the

Attachment D: Project Plans

Attachment D Project Plans (Bound Separately)

Removal of Non-Structural Walls at Charlesgate Park

Documents

Transcript of Removal of Non-Structural Walls at Charlesgate Park