Ingleside Park application

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TOWN OF WINTHROP
OFFICE OF THE TOWN MANAGER

Town Hall, 1 Metcalf Square, Winthrop, MA 02152 Telephone: 617-846-1077

David G. Cressman
Town Manager

May 16, 2018

Matthew Beaton

Secretary

Executive Office of Energy and Environmental Affairs
100 Cambridge Street, Suite 900

Boston, MA 02114

Subject: Winthrop MVP Grant Application for Ingleside Park
Secretary Beaton,

Good day, I am pleased to submit for your consideration this application for funding under the
2018 MVP Action Grant program. The Town of Winthrop’s application in the amount of
$156,799.00 will support the town’s efforts to address climate change impacts that are affecting
the Ingleside Park and the surrounding Winthrop neighborhoods. If successful, the town is
prepared to match this request with $52,265.00 of town general funds to provide for the total
project cost of $209,065.00.

Ingleside Park is comprised of several acres of historically filled tidal marsh, which was
converted to a park and surrounding neighborhood during the early part of the 20th Century.
The park and neighborhood are also adjacent to Winthrop’s Centre Business District, an upland
area, which has been identified locally as critical to future growth in the community. The town’s
MVP plan identified significant infrastructure assets in this neighborhood that need to be
protected. The goal of this project is to increase drainage out of the park and examine the upland
drainage system to determine if rain water can be diverted and/or intercepted prior to reaching
the park.

Awarding of this grant will allow the Town to take a step forward in increasing the resiliency of
the Ingleside Park, Centre Business District and surrounding neighborhood and will assist Town
residents in this area by reducing the flood risk to their homes. Specifically, the project could
help with flooding at the elementary school and with the business infrastructure in the Centre
Business District by mitigating some of the accumulated effects of high ground water during
large rain events.

The project also offers the potential for transferability, as there are many communities along the
coast that have filled tide lands that are used for recreational activities. Many of these areas are
prone to flooding due to poor drainage.

Best regards,
Bi A Cc Ya

David G. Cressman
Town Manager

CC: Kathleen Theoharides, Assistant Secretary of Climate Change

Town Hall, 1 Metcalf Square, Winthrop, MA 02152 Telephone: 617-846-1077

MUNICIPAL VULNERABILITY PREPAREDNESS PROGRAM FY18
MVP ACTION GRANT
RFR ENV 18 POL 03 
Applicant : Town of Winthrop, Massachusetts 
Address: One Metcalf Square, Winthrop, MA 02152 
Local Project Manager: 
Name: Steven Calla, Director
Department: Department of Public Works
Email: scalla@town.winthrop.ma.us
Phone: 617-846-1341
Fax: 617-539-1545 
Type of Climate Change Adaptation/Resilience Project : 
Nature Based Water Infiltration Techniques/Redesigns & Retrofits – Feasibility Study and Permitting
Project Title: Ingleside Park Feasibility Study and Permitting 
Total Project Cost: $209,065 
Match Amount (at least 25% of TOTAL project cost): $52,265 
Grant Amount Requested: $156,799 
Project Summary (brief description of the proposed project in one or two short paragraphs):
The Town of Winthrop proposes to conduct a feasibility study to mitigate flooding in Ingleside Park. In addition, the
coastal processes at the site will be evaluated to determine the water levels, tidal influence, waves and storm surge
elevations at the project site for present day, as well as three future out-years (i.e., 2030, 2070, and 2100)
incorporating sea level rise. These data will inform the alternatives analysis to select an appropriate nature-based or
conventional infrastructure type, examining a broad range of nature-based and conventional flood mitigation
techniques to determine the best solution for Ingleside Park; the selected alternative will provide the most flood
control and additional environmental benefits, as well as have the longest lifetime. The Town of Winthrop will be a
key partner to this process and will provide critical feedback at all stages of the project. Once a flood mitigation
alternative is chosen, conceptual plans will be designed and completed, and permits will be applied for.

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Ingleside Park Feasibility Study and Permitting 
Municipal Vulnerability Preparedness Program/MVP Action Grant 
Introduction 
The Town of Winthrop’s Ingleside Park Feasibility Study will analyze nature-based and conventional flood control
techniques that provide coastal storm damage protection and enhance natural resources. The Ingleside Park
Feasibility Study is consistent with the Executive Office of Energy & Environmental Affairs’ goals to advance
prioritized climate change adaptation actions and implementation strategies identified through community-wide
vulnerability assessments. The proposed project was identified as a priority adaptation action from the Town’s
community-driven, comprehensive assessment of climate hazards across multiple sectors of Winthrop, including
infrastructural, societal, environmental, and other sectors as chosen by the Town of Winthrop. This project will
explore and research both nature-based and conventional flood mitigation techniques in the area of Ingleside Park
which is fronted by the Belle Isle marsh complex. Potential strategies will likely include: raising the march elevation,
installing fiber rolls, installing a vegetated berm, and other nature-based or conventional solutions. In addition, the
proposed project will include full consideration and incorporation of climate change projections and data that align
with the anticipated lifespan of the project and the risk tolerance of the assets.
In 2017, Winthrop completed a climate change and vulnerability assessment (Resilient Winthrop – Designing Coastal
Community Infrastructure for Climate Change). Based on priority ranking, one asset type (pump stations) and four
flood areas (Belle Isle Marsh, Ingleside Park, Lewis Lake and Point Shirley) were selected for concept designs. The
flood pathway to Ingleside Park is Donovan’s Beach. The Assessment states that coastal flooding on Pleasant Street
could be 8-inches deep by 2030, making Pleasant Street impassible during a storm.
In April 2018, Winthrop started the Municipal Vulnerability Preparedness (MVP) program’s Community Resiliency
Building (CRB) Workshop. The focus of the workshop was to educate participants and increase awareness of risks
facing the Town of Winthrop from natural and climate-related hazards. The process identified vulnerabilities and
strengths in Winthrop from an infrastructure, societal and environmental perspective and served as the foundation for
discussion. Prior to the workshop, outreach to key municipal staff, residents, businesses and organizations was
conducted through the kick-off meeting.
During the CRB process, the entire Town was highlighted as being vulnerable to natural hazard events due to its
location and the fact that it is surrounded by the ocean – not just a specific neighborhood. There were specific areas
mentioned by attendees at the workshop as being vulnerable and those include: 
• Neighborhoods:
- Ingleside Park/Belle Isle Marsh – Low lying area, coastal surge and flooding.
- Pico Avenue/Fisherman’s Bend – Experiences flooding during storm events.
- Ingleside Park – Backup and flooding due to lack of stormwater storage capacity and undersized
drains. Floods during coastal storm/precipitation events.
- Point Shirley/Shirley Street – Low-lying street and adjacent seawall experience wave overtopping and
flooding during storm events.
- Lewis Lake – Serves as a drainage area for part of the downtown area – lake overflows during storm
events and causes localized flooding in adjacent areas.
- Yirrell Beach – Coastal surge and flooding
- Lower Nahant Avenue – Coastal surge, high tide and high precipitation events all cause backup in
undersized drain lines and flooding within adjacent neighborhood.
- Coughlin Park – Coastal erosion and flooding during coastal storms.

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- Bayou Street Neighborhood – Flooding due to undersized drainage line that backs up during high
precipitation events. 
• Ecosystems: Belle Isle Marsh, Coughlin Park, Yirrell Beach, Ingleside Park, Lewis Lake, Beaches 
• Transportation: Route 145 and Winthrop Parkway (also evacuation routes), Shore Drive, Ingleside Park,
bridges, all roads in Town 
• Infrastructure: Drainage system, Water/Sewer Infrastructure, Pump Stations, Sea Walls, Utility Power,
Public Safety Building, Culverts, MWRA Deer Island Treatment Plant, Municipal Services (police, fire,
emergency shelters), Existing Buildings, Proximity to MassPort/Logan International Airport
The CRB process identified six top recommendations to improve resiliency in Winthrop. The Draft Community
Resiliency Building Workshop – Summary of Findings is included as Attachment C and the six recommendations are
summarized below. 
Rank Action Notes 
1 Sewer & Drainage Infrastructure Clean, maintain and upgrade (particularly in the Town Center
and low-lying areas) sewer and drainage infrastructure. Seek
funding for repair and replacement, design additional storage
capacity and modify bylaws and incentives that would
support improved conditions for projects. Work would also
include flood control projects.
2 Maintain, Replace, Upgrade Seawalls Various existing infrastructure is in place throughout
Winthrop and is in need of repair and upgrade.
3 Natural and Green Infrastructure
Solutions, Low Impact Development
To support or enhance the functioning of seawalls and the
shoreline as a barrier and for improved stormwater
management. Work would also include flood control projects.
4 Develop or redevelop a new public safety
building (police, fire, ambulance)
This includes finding a site, designing the building, securing
funding and completing construction of a new facility.
5 Maintain and protect Belle Isle Marsh,
Coughlin Park and beaches as assets to
the community for both recreation and
resiliency support.
Work for areas of the community that act as natural barriers
includes dune enhancement, plantings, berms, etc.
6 Identify funding for projects to increase
resilience
This includes further developing the tax base to increase
revenue in the community and securing the money along with
leveraging local resources and representatives to seek out
and secure funding for Winthrop. 
Figure 1: Top Six Recommendations to Improve Resiliency. From Community Resiliency Building Workshop Summary of Findings –
May 2018 
a) Problem and Climate Adaption 
Geographically the Town forms the northern border of the entrance to Boston Harbor. As a peninsula, the Town is
physically isolated from Revere and East Boston by the Belle Isle Inlet Tidal Marsh, the last urban estuary in the
Greater Boston Area and the most significant regional environmental feature found in Winthrop. Winthrop is a part of
the Mystic River Watershed, which is approximately 76 square miles and extends to twenty-one municipalities north
and west of the City of Boston. Because of its location, it is one of the most urban and densely populated watersheds
in Massachusetts. The Town’s land area is 1.6 miles and is located on a peninsula. Winthrop has 7 miles of
shoreline, of which 4.4 miles lies along Boston Harbor (locally referred to as Winthrop Harbor).
The Table below from the Winthrop Hazard Mitigation Plan 2014 Update summarizes the hazard risks for Winthrop.
This evaluation takes into account the frequency of the hazard, historical records, and variations in land use. This

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analysis is based on the vulnerability assessment in the Commonwealth of Massachusetts State Hazard Mitigation
Plan, 2013. 
Figure 2: Hazard Risks Summary. From Winthrop Hazard Mitigation Plan 2014 Update 
In addition, the Massachusetts Office of Coastal Zone Management estimates sea level rise ranging from 0.81 feet
under a low emissions scenario to 6.83 feet under a high emissions scenario by the end of this century. Such a broad
range creates significant issues for Massachusetts coastal communities. 
Figure 3: Relative sea level rise estimates for Boston, MA. Global scenarios were adjusted to account for local, vertical land
movement with 2003 as the beginning year of analysis. From Sea Level Rise: Understanding and Applying Trends and Future
Scenarios for Analysis and Planning – Massachusetts Office of Coastal Zone Management. 
Since 1991, Winthrop has experienced seventeen natural hazards that triggered federal or state disaster
declarations, the vast majority of which involved heavy flooding. According to the Winthrop Hazard Mitigation Plan
2014 Update, both flooding and other coastal hazards have both a high frequency and serious severity, even before
the impacts of sea level rise are considered. In this particular case, high frequency means events that occur more
frequently than 10% a year, while serious severity means scattered major property damage (more than 50%
destroyed), some minor infrastructure damage, wider geographic area (several communities), essential service
interruption, and some injuries and/or fatalities. In particular, flooding was the most prevalent serious natural hazard
identified by local officials.

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Winthrop is subject to three kinds
of flooding: 1) coastal flooding,
where wind and tide leads to
flooding along tidal waterways; 2)
inland/riverine flooding, where the
rate of precipitation and/or amount
of stormwater runoff overwhelms
the capacity of natural or
structured drainage systems
causing overflows; and 3) urban
flooding, where precipitation
causes the water table to rise and
leads to flooding of low-lying areas
such as streets and underpasses
(Winthrop Hazard Mitigation Plan
2014 Update). Often these three
types of flooding combine under
storm events, as large amounts of
draining stormwater becomes
blocked by the inland push of wind
and tide driven water, leading to
flooding on a massive scale. Sea
level rise contributes greatly to this
type of stormwater flooding, as
higher sea levels mean flooding of
types 1 and 3 is more likely to
occur. In addition, one overall
impact of climate change is to
make the frequency of such
storms more likely and their severity much worse, leading to increased flood events for the town moving forward.
Ingleside Park is a natural detention area for stormwater runoff and ocean storm flow. The area was previously an old
tidal salt marsh until it was filled in 1936 and converted into a park. Drainage problems in Ingleside Park have been
documented as far back as 1955 in the Report of Sewerage and Drainage for the Town of Winthrop, Massachusetts
(Weston & Morgentoth, Inc). According to the report, drainage difficulties in this area are manifold. The capacity of
the main interceptors is entirely insufficient to the flow. Therefore, the water level in the storm drains rises until it
overflows and floods the park. At the low spots, pools are formed which cannot drain but have to dry out. The former
railroad bed crossing Ingleside Park forms a natural barrier with an insufficient number of catch basins. When, at high
tides, the tide gates at the outfall close, the run-off backs up and floods the lower part of Ingleside Park which is
partially below high tide.
Winthrop’s 2104 Hazard Mitigation Plan update identified eleven areas where flooding is of particular note, including
Ingleside Park which suffers from backup and flooding due to lack of stormwater storage capacity and undersized
drains. Floods occur during high tide events coinciding with high precipitation events greater than 1 inch.
The 2014 Hazard Mitigation Plan Update lists Ingleside Park as a high priority mitigation measure – complete
drainage assessment of the park and upgrade undersized drainage infrastructure. The park is at sea level with a pipe
that drains to the bay. There is a valve that shuts during heavy tides, but the area may need a pump station as well.
To help with flooding in this area, the Town has constructed dikes around two homes as a temporary solution. 
Currently, the upland drainage is naturally pitched towards the old salt marsh (now park). The park floods from rain
water during heavy rain events. The low-lying park accumulates water during these rain events and can take several
weeks to drain through a pipe which extends through a sea wall and drains across Donavan Beach. There are 
Figure 4: Map of 2030 Flood Areas and Adaption Locations – Resilient Winthrop July
12017

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several buildings including an elementary school along the park that continually run sump pumps to prevent flooding.
Additionally, many businesses along the Central Business District run sump pumps continually because of the high
groundwater especially during and immediately after large rain events. During rain/flood event the sump pumps often
become overwhelmed due to the accumulated water in the flooded park resulting in flooding of the lower levels of the
buildings.
The MVP plan identified the following infrastructure threatened in the Ingleside Park area: 
• Pleasant Street roadway, 
• Walking paths with the park, 
• Natural gas distribution system, 
• Electric transmission and distribution system 
• Natural gas distributions system 
• Cable lines, 
• Telephone lines, and 
• Other infrastructure in this area.
The proposed project will not be able to address all of these problems however, it will focus on alleviating the flooding
due to rain water accumulation within the Park by examining the drainage area within the park and the outlet to
Donavan’s Beach. The goal will be to determine the increase the drainage needed and to examine the upland
drainage system to determine if some of the rain water can be diverted and/or intercepted prior to reaching the park. 
b) Need for Assistance 
The Town requires assistance to complete this project. The Town has not been able to raise the funds to address
the entire problem at this time. However, the awarding of this grant will allow the Town to take a step forward in
increasing the resiliency of the Ingleside Park area. 
c) Project Description 
This project will assist the Town residents in this area be reducing the flood risk to their homes. Specifically, flooding
to the elementary school and the elementary school and some of the other buildings. This project also can help the
business infrastructure in the Central Business District by mitigating some of the accumulated effects high ground
water during large rain events.
The Town proposes to assess which nature-based or conventional flood mitigation techniques are applicable to this
location by developing an understanding of the existing environmental conditions and coastal processes at the site. A
comprehensive evaluation will be used to assess the existing environmental conditions in Ingleside Park and provide
information that will be used to evaluate and select potential alternatives for mitigating the flooding in the Ingleside
Park area. The existing conditions assessment will develop a complete picture of the ongoing processes that shape
Ingleside Park, by utilizing an already developed and tested highly resolved, numerical processes model developed
for Massachusetts Department of Transportation (MassDOT) and the Federal Highway Administration (FHWA) to
assess the combined impact of sea level rise, storm events (tropical and extra-tropical), winds, tides, and waves.
With a full understanding of the present-day processes at the site, as well as an examination of potential sea level
rise scenarios, an alternatives analysis will be developed that evaluates the performance and longevity of various
living shoreline alternatives based on a criteria matrix, which will include but is not limited to design life, level of
protection, permit ability, cost, environmental benefits, and avoidance of adverse impacts. 
Scope of Work 
Technical Approach

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The technical approach includes the following seven (7) tasks intended to assess the feasibility of implementing a
nature-based shoreline project at the site and to advance the project through the conceptual design phase, including
the development of conceptual engineering plans. 
Task 1. Kick Off Meeting/Identify and review existing information 
This Task will include a meeting between the Town, CZM and its consultants to discuss timeline, anticipated project
inhibitors, and/or any last-minute changes from CZM. The meeting will take place in Winthrop at a location to be
determined.
In addition, this task will compile existing information related to topography and bathymetry, wetland resources,
including eelgrass and shellfish beds, historical shoreline change rates and current FEMA flood zones. Data gaps
will be identified as the basis for supplemental data collection if required. A meeting with the Town will be scheduled
as part of this task to discuss the project and to solicit data and input for this effort. 
Task 2. Site Spot Evaluations 
Spot elevations at the site will be obtained to determine the elevation of the culvert. A site topographic survey will be
completed to determine the site boundaries, present location of the shoreline, the locations of the wetland resources
flagged in Task 2, and the elevations of the upland adjacent to the landward edge of the marsh. These data will
provide needed input directly for the alternatives analysis described in Task 3. 
Task 3. Analysis of coastal processes 
An existing coastal model, the Boston Harbor Flood Risk (BH-FR) Model developed by Woods Hole Group for
MassDOT and FHWA, will be utilized to evaluate the coastal processes at the site. The BH-FR model is a highly
resolved, numerical process model developed for the greater Boston Harbor area, which assesses the combined
impact of: 
• Sea level rise 
• Storm events (tropical and extra-tropical) 
• Winds 
• Tides 
• Waves
A statistical model will be applied to the data to calculate the 5-, 10-, 25-, 50- and 100-year return periods for the local
wave heights and water levels at the project site. This information will be used to inform the design criteria for the
nature-based alternatives. Up to 10 years of historical aerial photography, recent orthoimagery and shoreline surveys
will be compiled to calculate both long- and short-term shoreline change rates. 
Task 4: Drainage Analysis 
Woodard & Curran will develop an existing conditions hydrologic/hydraulic model to serve as a baseline condition
from which to evaluate potential mitigation measures. The modeling will consist of two components; a hydrologic
model that will estimate the rate and volume of runoff generated from the watershed under various storm events and
a riverine hydraulic model that will estimate the elevation and aerial extents of flooding that results from the runoff
generated from the watershed. W&C is presently proposing to utilize HydroCAD and HEC-RAS computer software
to conduct the hydrologic and hydraulic modeling. Following completion and review of the data collection efforts,
W&C will meet with the Client to discuss to advantages, if any, of using Bentley’s SewerGEMS or Wallingford’s
Infoworks RS/CS software to perform these analyses. 
Task 6. Stormwater Management (nature-based and conventional) alternatives analysis 
A meeting with CZM and the Town will be held to identify nature-based alternatives that can increase the resiliency
and reduce the flooding of the area. With the improved knowledge of coastal processes, up to three (3) conceptual
conventional and/or nature-based alternatives will be identified and evaluated. The alternatives analysis will use a
criteria matrix approach, including such indicators as feasibility, design life, level of protection provided, permitability,

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cost, public and environmental benefits and avoidance of adverse impacts. This task will identify profile geometry
and length required, preliminarily quantify materials needed, and assess performance/maintenance requirements as
the basis for recommending conceptual layout(s) for Task 6. The Town and other stakeholders will collaborate to
ensure that the nature-based alternative selected is consistent with resiliency goals and feasible to implement from
both a regulatory and construction standpoint. 
Task 7. Preliminary engineering design 
Based on the chosen alternative selected in Task 6, preliminary engineering designs will be produced detailing the
design specifications for the preferred alternative. 
Task 8. Final documentation and visualizations 
A summary report will be completed that will summarize Tasks 1 through 6 and will provide the additional information
needed for the Town to advance the selected nature-based alternative to a final design. To further advance nature-
based in the state, the final report and associated graphics can also be used to transfer the input data and selection
and design steps used in this project to other Towns in the region that have similar coastal management issues that
might benefit from a nature-based approach. Additionally, the Massachusetts Office of Coastal Zone Management
(CZM) and other agencies will be able to use this report to disseminate design steps and describe the advantages of
nature-based projects over traditional hard coastal engineering alternatives. 
d) Transferability 
The proposed project is directly transferable to other communities along the shore that have filled tide lands that are
used for recreational activities. Many of these areas are prone to flooding due to poor drainage. The project will
examine the upland drainage area and determine if it is feasible to divert or intercept rain water before it reaches the
park (filled tide lands). Implementation of this project will provide a guideline for those communities that have similar
geomorphology. The alternatives analysis and the conceptual designs developed as part of this project will provide a
road map for the increasing the resiliency of similar areas.
Experience gained from this project could benefit those sites as well, through the transfer of knowledge and
experience with green infrastructure projects. Therefore, the results of this project will benefit other stakeholders and
coastal communities. Finally, the summary report and final visualizations will provide an ideal method to disseminate
the results of this project to the general public, as well as to other coastal communities, and to demonstrate the
viability of green infrastructure techniques within the Boston area. We will also encourage and assist our contractor,
the Woods Hole Group, in presenting the results of this project at relevant conferences such as the Conference on
Ecological and Ecosystem Restoration (CEER). 
e) Importance of Nature-based Solutions and Strategies 
The goal of the project is to increase the resiliency of Ingleside Park, the elementary school and businesses in the
Central Business District. A meeting between the Town and CZM will be held to discuss possible strategies for
increasing the resiliency of the shoreline. It is anticipated that various nature-based solution such as raising the
marsh elevation, installing fiber rolls, installing a vegetated berm, and other nature-based solutions will be identified
at this meeting. Once identified the potential nature-based solutions will be incorporated into an alternatives analysis
to determine the viability of each potential solution identified . 
f) Timeline Assuming the contract award date is June 1, 2018, we anticipate that the project will be completed by
May 1, 2019. The following is the schedule breakdown for the project. 
g) Budget 
A detailed project budget is included as Attachment A. The cover letter documents the 25% cash match - $52,265. 
h) Project Management J

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Arthur D. Leventis, P.E., Arthur is a Project Manager with 20 years of experience in planning, design and
construction of water and wastewater projects. His experience includes distribution system analysis, infrastructure
planning, water main design, water main construction, infiltration/inflow analysis and mitigation, collection system
design, sewer main construction, pump station design and upgrades, wastewater treatment facility design and
improvements, drainage design and construction, permitting, public bidding and construction management. Arthur is
also familiar with the MassDEP's State Revolving Fund (SRF) requirements and the MWRA Local Pipeline
Assistance and Local Financial Assistance programs, with several of the projects listed below being funded by these
programs. 
Michael Hansen , P.E., C.M.F., is a Project Engineer with 17 years' experience in the field of civil engineering with an
emphasis in floodplain and stormwater management. His experience with floodplain management includes working
with FEMA regulations and requirements to help offset adverse effects to work performed within the regulated
floodway and 100-year floodplain as well as compiling NO-Rise certifications and Letter of Map Revisions(LOMR).
He is also experienced in hydraulic river modeling, natural channel design, stormwater system design, wetland
restorations, site plan reviews and designs, field inspections and construction oversight, sidewalk feasibility studies
and multi-use trail design. 
Steven Calla – Steven Calla has been the Director of Public Works for the town of Winthrop since 2011.
Prior to becoming the director of the department, Mr. Calla worked as the Operations Manager for Winthrop
Public Works from 2007 to 2011. As Director, Mr. Calla has overseen millions of dollars of infrastructure
improvements across the town, including roadway projects, water, sewer and drainage improvements,
improvements to parks and improvements to other critical town facilities such as tide gates and pump
stations. He has personally project managed most of those projects over the course of his tenure and is an
expert in both the process for initiating and completing large scale public works projects and with the
financial reporting and administration of those projects. In 2016, Mr. Calla project managed a major storm
water drainage project in Winthrop’s Point Shirley neighborhood, which cost a total of $835,000 and
included $500,000 in federal FEMA pre-disaster Mitigation funding. Mr. Calla has previously worked as an
Environmental Engineer, Electrician’s apprentice and environmental and construction supervisor of his own
construction and environmental services corporation. He earned a Bachelor Degree in Environmental
Protection and Marine Safety from the Massachusetts Maritime Academy in 1996 and a Master in Public
Administration at Suffolk University in 2017. 
Dr. Lee Weishar, Ph.D, M.S., B.S., P.W.S., is a Senior Scientist/Coastal Engineer at Woods Hole Group. Dr.
Weishar has more than 25 years of experience in the fields of oceanography, coastal engineering, sediment
transport, and nearshore processes. For the past 10 years, he has focused on coastal engineering and
wetland/marsh restoration. His coastal engineering work includes beach nourishment, coastal structures, soft
solutions for shoreline protection including living shorelines, as well as dredging and sediment management. Dr.
Weishar also specializes in the integration of biological, ecological, and hydraulic data to develop wetland restoration
designs and to ensure that the design will meet the restoration objectives. He has been involved in the design,
permitting, and construction phases of restoration projects for more than two decades. During the design phases of
large-scale projects, Dr. Weishar spear-heads the preliminary hydraulic design and hydrodynamic analyses that
prove to the client that a large-scale restoration is feasible. Dr. Weishar has worked to perform critical examinations
of the marsh restoration performance through frequent on-site visits and analytical analyses. Dr. Weishar helped
pioneer the applications of Ecological Engineering and Adaptive Management in the field of marsh restoration.
Additionally, Dr. Weishar has extensive experience in evaluating the potential impacts of proposed restoration
projects on existing wetlands and adjacent transitional, buffer, and upland areas. Dr. Weishar has permitted a wide
variety of projects that include beach nourishment, revetments, and wetland restoration. He is familiar with
environmental policy at local, state, federal and international levels. 
Kirk F. Bosma, P.E., is a Senior Coastal Engineer and Team Leader of the Coastal Sciences, Engineering &
Planning team at Woods Hole Group. He focuses on habitat restoration, shoreline protection, and climate change
planning projects for a diverse client base. He specializes in applying numerical models to optimize engineering

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designs and reduce overall project life cycle costs. This includes developing and employing numerical models for
marsh restoration, sediment transport, near shore spectral wave transformation, particle transport, bathymetric
evolution, and two- and three-dimensional hydrodynamic processes. He also applies the latest data and numerical
methods toward capturing current and future flooding risk for climate change vulnerability assessments. Mr. Bosma
has a Master's from the University of Delaware's Center for Applied Coastal Research. His areas of expertise include
numerical modeling of coastal and estuarine processes, coastal engineering design for shore protection, wave
propagation and transformation, sediment transport and littoral processes, hydraulics for marsh restoration, climate
change vulnerability assessments and engineering adaptations, and data collection and implementation of coastal
engineering projects. Mr. Bosma also designed and implemented technically advanced data collection programs and
analysis techniques to assess the estuarine, coastal, and oceanographic environment and help develop engineering
solutions. He has also designed a number of coastal engineering structures and erosion mitigation solutions. Mr.
Bosma has been the project manager for both large coastal restoration and marsh restoration projects that have
included implementation of a comprehensive data collection, physical processes modeling programs, evaluation of a
variety of restoration alternatives, and engineering design. 
Elise Leduc, M.E.M. , is a coastal scientist with experience in coastal environmental management, geospatial
analysis, shoreline change analysis, wetland and resource area delineation, environmental impact analyses,
ecological risk assessment, conservation prioritizations, field and water quality sampling, and Massachusetts
environmental regulations at Woods Hole Group. Ms. Leduc earned a Master's in Environmental Management from
Duke University's Nicholas School of the Environment where she studied coastal environmental management,
geospatial analysis, wetland ecology and restoration, and coastal and environmental law and policy. She has
conducted multiple shoreline change analyses in support of regional coastal development and regional sediment
management planning, and has worked on interdisciplinary coastal management projects, including compiling a
Beach Management Plan for public beaches in one Cape Cod town.
The key personnel who will be involved in the Morton Street Feasibility Study are listed in the table below and
individual resumes are included in Attachment B. 
Project Team 
Name Affiliation/Title Role 
Arthur D. Leventis, P.E. Woodard & Curran – Project Manager Project Manager
Michael Hansen, P.E., CFM Woodard & Curran – Technical Manager Technical Manager
Steven Calla Town of Winthrop – Director of Public
Works
Local Project Manager
Dr. Lee Weishar, Ph.D., M.S.,
B.S., P.W.S.
Woods Hole Group – Woods Hole Group
Team Leader/ Coastal Engineer
Team Leader/Coastal Engineer
Kirk F. Bosma, P.E., M.C.E Woods Hole Group – Coastal Engineer Coastal Engineer
Elise Leduc, M.E.M. Woods Hole Group – Coastal Scientist Coastal Scientist 
Partners – Signed support letters from all relevant local boards, departments, commissions, and other
partners with a commitment for these entities to participate, as necessary, in the project. 
Letters of support from all local partners are included in Attachment E. 
Attachments 
• Attachment A: Budget 
• Attachment B: Resumes

11 
• Attachment C: Community Resiliency Building Workshop – Summary of Findings 
• Attachment D: Pictures of Ingleside Park During Winter 2017/2018 Flooding 
• Attachment E: Letters of Support

ATTACHMENT A: BUDGET

Project Task Description Deliverables Due Date Grant Match Total 
Task 1: Kickoff Metting/ Identify and Review Existing
Information 
Kickoff Meeting Memorandum of Results 7/15/2018 $2,095 $0.00 $2,095 
Review Data $0 $0.00 $0 
Existing Conditions Review $0 $0.00 $0 
Total Task 1 Cost $2,095 $0.00 $2,095 
Task 2: Site Spot Evaluations 
Survey Upload Boundary RTK Site Topography Survey 8/30/2018 $5,510 $5.75 $5,516 
Develop Plan $0 $1,000.00 $1,000
$0 $0.00 $0 
Total Task 2 Cost $5,510 $1,005.75 $6,516 
Task 3: Analysis of Coastal Process 
Assess Shoreline Change, Storm Surge and Sea Level Rise Memorandum of Results 10/15/2018 $13,850 $0.00 $13,850 
Memorandum of Results $3,310 $0.00 $3,310
$0 $0.00 $0 
Total Task 3 Cost $17,160 $0.00 $17,160 
Task 4: Drainage Analysis 
Watershed Modeling Hydrologic/Hydraulic Model 12/30/2018 $8,352 $38,960.00 $47,312
$0 $0.00 $0
$0 $0.00 $0 
Total Task 4 Cost $8,352 $38,960.00 $47,312 
Task 5: Stormwater Management Alternative Analysis 
Identify Alternatives Alternatives Anaylsis - Memorandum of Results 1/30/2019 $0 $0.00 $0 
Evaluate Performance $0 $11,000.00 $11,000 
Memorandum of Results $0 $0.00 $0 
Total Task 5 Cost $0 $11,000.00 $11,000 
Task 6: Preliminary engineering design 
Preliminary Design Preliminary Design 3/30/2019 $70,886 $500.00 $71,386 
Permitting Permitting $40,792 $0.00 $40,792
$0 $0.00 $0 
Total Task 6 Cost $111,678 $500.00 $112,178 
Task 7: Final documentation and visualizations 
Prepare Draft Report Draft Report 5/1/2019 $4,530 $800.00 $5,330 
Prepare Final Report Final Report $0 $0.00 $0 
Public Outreach $7,474 $0.00 $7,474 
Total Task 7 Cost $12,004 $800.00 $12,804 
TOTAL PROJECT COST $156,799 $52,266 $209,065 
FY18 MVP Action Grant Scope - Ingleside Park

Unit Quanity Unit Cost Total 
Hourly Rate X X X X 
Task 1: Kickoff Metting/ Identify and Review Existing Information Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total 
Kickoff Meeting 6 $1,320.00 $0.00 6 $660.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage 200 0.575 $115 $2,095 
Review Data $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0 
Existing Conditions Review $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0
Total Task 1 Cost $2,095
Task 2: Site Spot Evaluations 
Survey Upload Boundary RTK 16 $3,520.00 $0.00 16 $1,760.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage 400 0.575 $230 $5,510 
Develop Plan $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0 
$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0
Total Task 2 Cost $5,510
Task 3: Analysis of Coastal Process 
Assess Shoreline Change, Storm Surge and Sea Level Rise 10 $2,200.00 $0.00 34 $3,740.00 18 $3,510.00 40 $4,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage 0 0.575 $0 $13,850 
Memorandum of Results 8 $1,760.00 $0.00 7 $770.00 4 $780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $3,310 
$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0
Total Task 3 Cost $17,160
Task 4: Drainage Analysis 
Watershed Modeling 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 8 $1,560.00 30 $5,160.00 0 $0.00 0 $0.00 8 $1,048.00 8 $584.00 $0 $8,352 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0 $0 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0 $0
Total Task 4 Cost $8,352
Task 5: Stormwater Management Alternative Analysis 
Identify Alternatives $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage 0 0.575 $0 $0 
Evaluate Performance $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0 
Memorandum of Results $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0
Total Task 5 Cost $0
Task 6: Preliminary engineering design 
Preliminary Design 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 40 $7,800.00 44 $7,568.00 60 $9,300.00 130 $18,850.00 200 $26,200.00 16 $1,168.00 $0 $70,886 
Permitting 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 22 $4,290.00 40 $6,880.00 18 $2,790.00 120 $17,400.00 72 $9,432.00 0 $0.00 $0 $40,792 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0 $0
Total Task 6 Cost $111,678
Task 7: Final documentation and visualizations 
Prepare Draft Report 5 $1,100.00 $0.00 16 $1,760.00 4 $780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Priniting 1 $890.00 $890 $4,530 
Prepare Final Report $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0 
Public Outreach $0.00 $0.00 $0.00 $0.00 $0.00 16 $3,120.00 16 $2,752.00 0 $0.00 0 $0.00 10 $1,310.00 4 $292.00 $0 $7,474
Total Task 7 Cost $12,004 
TOTAL PROJECT COST $156,799 
$172.00 $155.00 $145.00 
Designer 
$131.00 
Project Team Hours 
Project Manager Technical Manager Project Engineer Engineer Administrative 
$165.00 $110.00 $195.00 
Coastal Scientist -
WH 
$110.00 $73.00 $195.00 
FY18 MVP Action Grant Budget - Ingleside P 
Direct Costs 
GRANT 
Total Task
(Grant) 
$220.00 
Sr. Scientist -WH Coastal Geologist-
WH
Coastal Scientist -
WH
Coastal Engineer -
WH

Unit Quanity Unit Cost Total 
X X X X 
Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total Hours Total 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $2,095 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$0.00 $2,095 
$0.00 0 $0.00 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 Mileage 10 0.575 $6 $5.75 $5,516 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 RTK Rental 1 $1,000.00 $1,000 $1,000.00 $1,000 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$1,005.75 $6,516 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $13,850 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $3,310 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$0.00 $17,160 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 68 $10,540.00 196 $28,420.00 0 $0.00 0 $0.00 $38,960.00 $47,312 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$38,960.00 $47,312 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 Wetlands 1 $11,000.00 $11,000 $11,000.00 $11,000 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$11,000.00 $11,000 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 Printing 1 $500.00 $500 $500.00 $71,386 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $40,792 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0
$500.00 $112,178 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 Printing 1 $800.00 $800 $800.00 $5,330 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $0 
0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 $0.00 $7,474
$800.00 $12,804 
$52,266 $209,065 
$73.00 $195.00 $172.00 $155.00 $145.00 $131.00 $220.00 $165.00 $110.00 $195.00 $110.00 
Project Team Hours 
Sr. Scientist -WH Coastal Geologist-
WH
Coastal Scientist -
WH
Coastal Engineer -
WH
Coastal Scientist -
WH Project Manager Technical Manager Project Engineer Engineer Designer Administrative 
ngleside Park 
Total Project
Cost
Direct Costs Total Task (Match)

ATTACHMENT B: RESUMES

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS 
ARTHUR LEVENTIS, PE 
PROJECT MANAGER 
Professional Profile 
Arthur is a Project Manager with over 20 years of experience in planning, design and
construction of water and wastewater projects. His experience includes distribution sys-
tem analysis, infrastructure planning, water main design, water main construction, infiltra-
tion/inflow analysis and mitigation, collection system design, sewer main construction,
pump station design and upgrades, wastewater treatment facility design and improve-
ments, drainage design and construction, permitting, public bidding and construction
management. Arthur is also familiar with the MassDEP’s State Revolving Fund (SRF)
requirements and the MWRA Local Pipeline Assistance and Local Financial Assistance
programs. 
Related Experience 
Town of Winthrop, MA– Sewer Infrastructure Improvements. Project Manager
responsible for developing and managing sewer infrastructure improvements to evalu-
ate and mitigate inflow/infiltration in the collection system. Assisted the Town in securing
MWRA funding due to expire by developing a design that would immediately utilize funds
and address inflow/infiltration through video inspection, joint sealing and pipe lining.
Completed MWRA funding application to assist Town in funding the project, developed
design and construction documents for project and provided construction administration.
Based on video inspection information, provide Town with Sanitary Sewer Evaluation
Report that identified critical collection system repairs and recommended a five-year plan
for improvements. Woodard & Curran has continued to work with the Town to implement
recommendations from the SSES report. 
Town of Winthrop, MA – Miller Field Athletic Facility Redevelopment. Project
Manager for the Miller Field Athletic Field Redevelopment project. This project includes
upgrades to the existing running track and athletic field, along with a new turf field,
grandstand, press box, bleachers, lighting, scoreboard, concessions, restrooms, locker
rooms, walkways, site utility infrastructure improvements, landscaping and site fencing.
The project also included drainage improvements to an adjacent Town owned site to
minimize historic flooding issues and public health and safety concerns related to recent
Eastern Equine Encephalitis (EEE) identified at the site. 
Lowell Regional Water Utility, Lowell, MA – Water Main Replacement Program. 
Project Manager responsible for the replacement design and construction of over 8 miles
of water mains ranging in size from 6-inch to 36-inch. These numerous projects have
included slip lining of 20-inch and 12-inch water mains across bridges with HDPE pipe,
as well as thousands of feet of water main replacement. These projects were designed
to minimize disruption in water service to consumers, while improving the reliability and
redundancy of the distribution system by replacing older mains and pipes in areas with
historically high break histories. Hydraulic analyses were performed to identify those
mains critical to the reliable operation of the system. In several cases, water main and
valve replacement was performed to isolate service areas, or shift service area boundar-
ies to increase energy efficiency of the distribution system. 
Education 
• Bachelors, Civil Engineering, Union
College 
Registrations 
• Professional Engineer - MA, 45470
• Professional Engineer - CT, 31327
• Professional Engineer - RI, 11436 
Professional Associations 
• American Society of Civil Engineers
• American Water Works Association

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS 
City of O’Fallon, MO – Main Street Water
Main Improvements. Technical Lead
responsible for design of over one mile of
water distribution system improvements
to improve water quality and fire protec-
tion in the City’s main business district.
The project includes water main design,
permitting and design of a crossing for an
active railroad, technical evaluation of on-
site corrosive and contaminated soils, and
construction phasing to minimize impacts
of construction activities in the City’s main
business district. 
City of Lawrence, MA – Water Main
Replacement Project. Project Manager
responsible for managing design, permit-
ting, bidding, and construction oversight
of 7.5 miles of 6-inch through 24-inch
water main replacement and rehabilitation
in a dense, urban environment funded
by the Massachusetts DWSRF program.
The project included working with the
Department of Public Works and public
safety officials to prioritize project work,
coordinating work with on-going construc-
tion activities of other local utilities, and
construction phasing to maintain domestic
service and fire protection during construc-
tion of improvements on large diameter
transmission mains. 
Town of Manchester-by-the-Sea, MA –
Lincoln Street Well Serpentine Loop. 
Project Manager responsible for design
and permitting of approximately 310 linear
feet of 16-inch cement lined ductile iron
pipe in a serpentine pattern to increase
chlorine contact time. The project included
a review of available reports, record
drawings, and utility information, wetland
delineation, site survey, design of piping
modifications to increase CT between
the existing chemical injection vault and
connection to the distribution system, and
permitting the project with MassDEP. 
Town of Manchester-by-the-Sea, MA –
Pine Street Water Main Replacement. 
Project Manager responsible for manag-
ing design, permitting and construction
oversight of approximately 5,000 linear
feet of water main installation and improve-
ments on critical infrastructure. The project
involved complex phasing and construction
sequencing necessary to maintain water
service to the Town. 
Lowell Regional Water Utility, Lowell,
MA – Redundant Transmission Main
Project. Project Manager responsible for
design, permitting, bidding, and construc-
tion oversight of approximately 7,000 linear
feet of 36-inch through 16-inch transmis-
sion main improvements. Project included
site survey, wetlands permitting, MassDOT
permitting, and design of complex con-
struction phasing to maintain water service
from the City’s water treatment facility to its
storage tanks and distribution system. 
Lowell Regional Water Utility,
Lowell, MA– Finished Water Main
Improvements. Project Manager responsi-
ble for design, permitting and construction
oversight of $1.9 million in improvements
to the finished water infrastructure at the
City’s water treatment facility. The project
included design of new redundant 30 and
36-inch ductile iron water mains, 16-inch
HDPE bypass, line stops and wet taps on
an existing 36-inch PCCP transmission
main, and significant process piping within
the treatment plant. Project challenges
included design of complex construction
phasing for high-risk construction activities
to maintain delivery of finished water from
the treatment facility to the distribution sys-
tem through the City’s sole transmission
main during construction. 
Lowell Regional Water Utility, Lowell,
MA – Emergency Repairs to High
Pressure Subaqueous Water Main. 
Project Manager responsible for design,
permitting and construction administration
of an emergency repair to a 12-inch sub-
aqueous high pressure water main. A leak
was discovered in a 12-inch high pressure
water main (circa 1880) crossing under the
Merrimack River that provides redundancy
between the Stackpole Street and Beacon
Street pump stations. The design included
utilizing an adjacent existing reserve
24-inch subaqueous transmission main
as a host pipe to slip line a new 16-inch
HDPE high pressure water main to restore
redundancy between the pump stations.
Project challenges included identifying
and locating existing valves to isolate the
leak, identifying and locating the reserve
transmission main for use as a host pipe,
confirming integrity of the 24-inch host pipe
which was the same vintage as the high
pressure main and slip lining approximate-
ly 600 linear feet of HDPE pipe over an
elevation change of approximately 50 feet.
Identification and utilization of this unused
infrastructure (24-inch transmission main)
to restore redundancy allowed service to
be restored quickly and saved the City an
estimated $500,000 in construction costs
associated with a new subaqueous main. 
Town of Cumberland, RI – Asset
Evaluation. Technical Lead responsible
for working with the Town to provide asset
valuation services and expert witness tes-
timony related to the Town’s water system
assets. The project included collecting
available data including length, diameter,
material and age of pipes, number of ser-
vice connections and hydrants, physical
geometry of dams and interviewing staff
regarding infrastructure condition. The
work included utilizing industry-published
standard construction cost indices to adjust
the single year valuation to the two prior
years as required by the Town. The final
report to the Town included a comprehen-
sive valuation of the RCN less depreciation
of each of the studied assets and became
the basis for the Town’s tax determination.

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS 
MICHAEL HANSEN, PE, CFM 
TECHNICAL MANAGER 
Professional Profile 
Michael is a Technical Manager with 17 years of experience in the field of civil engi-
neering with an emphasis in floodplain and stormwater management. He is a Certified
Floodplain Manager (CFM) and his experience with floodplain management includes
working with FEMA regulations and requirements to help offset adverse effects to work
performed within the regulated floodway and 100-year floodplain as well as compiling
NO-Rise certifications and Letter of Map Revisions (LOMR). He is also experienced in
hydraulic river modeling, natural channel design, stormwater system design, wetland
restorations, site plan reviews and designs, field inspections and construction oversight,
sidewalk feasibility studies and multi-use trail design. 
Related Experience 
University of New Hampshire, Durham, NH – Water Treatment Plant Design-Build. 
Technical Manager responsible for the site design and state and federal permitting of a
new 2-MGD surface water treatment plant. The new water treatment plant is a conven-
tional water treatment plant with rapid mix, flocculation, clarification utilizing plate settlers,
multi-media filtration, and chlorination. Project includes three different source-waters and
significant site constraints. Project is a design-build effort with Waterline Industries of
Seabrook, New Hampshire. 
City of Salem, MA – Canal Street Flood Mitigation Project. Project Engineer for the
mitigation of flooding in the Canal Street area of Salem. For more than a century chronic
flooding had been an issue in Salem’s Canal Street area, which serves as one of the
primary entry points into the City This problem has been exacerbated by recent develop-
ment in the floodplain that has increased the rate of stormwater runoff in this centrally
located portion of the City’s downtown business district. Worked with the City to design
and permit a comprehensive stormwater management strategy and undertake measures
that would maximize the capacity of the existing stormwater system, along with defining
new drainage infrastructure options to mitigate chronic flooding. This resulted in a $23M
flood mitigation and infrastructure improvement program that included reconstructing
the City’s drainage collection system and constructing a new 10,000 gallons-per-minute
pumping station and a new 4 million gallon underground stormwater storage facility. The
project also included rehabilitation of existing municipally-owned sewer and water system
infrastructure and privately owned infrastructure within the project area and reconstruc-
tion of athletic fields/facilities at the drainage system outfall at Forest River Park located
on Salem Harbor. A portion of the infrastructure improvements were constructed in 2014
with the remainder to occur in 2017. 
City of Salem, MA – Jefferson Flood Mitigation Project. Project Engineer for the
mitigation of flooding in the Jefferson Avenue area of Salem. This project specifically
focused on climate projections to increase the area’s ability to endure impacts associated
with storms and the effects of flooding and sea level rise. The project includes public pre- 
Education 
• Bachelors, Civil Engineering, University
of New Hampshire
• Bachelors, Philosophy, University of
New Hampshire
• Rosgen Natural Channel Design Level
I & II 
Registrations 
• Certified Floodplain Manager, US-11-
05949
• NCEES License - National, 41504
• OSHA 10 Hour Construction, 11899762
• Professional Engineer - MA, 51304
• Professional Engineer - ME, 12443
• Professional Engineer - NH, 12059
• Professional Engineer - VA,
0402048692
• Professional Engineer - VT, 9171 
Professional Associations 
• Association of State Floodplain
Managers
• American Society of Civil Engineers
• American Water Resources Association

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS
sentations and a workshop series. Involved
in the design and permitting a compre-
hensive stormwater management strategy
consisting of rehabilitating and enhancing
an existing flood berm/dike system in the
area. Design and permitting activities were
completed in 2015 and construction began
in 2016. 
Newington/Dover, NH – Railway Brook
Restoration. As part of a NHDOT proj-
ect, developed restoration plans for
approximately 3,100 linear feet of Railway
brook that was straightened back in the
50s when Pease Air Force Base was
constructed. The project provides restora-
tion of stream morphology, including a
variety of natural rock/boulder structures,
adjacent wetlands and improved water
quality. Performed all hydrologic/hydraulic
modeling required to ensure proper design
including: estimating the 1-, 2-, 10-, 25-,
and 100-year frequency design flows using
Technical Release (TR) 20; and modeled
design flows to validate long and short
term channel stability using HEC-RAS.
Also responsible for the final stamped
engineering plans. 
Town of Salem, NH – Policy Brook
Restoration and Floodplain Mitigation. 
As part of a NHDOT project, developed
a floodplain mitigation site to help offset
impacts to floodplain associated with the
expansion of I-93. The Town received
a grant from the Federal Emergency
Management Agency, allowing them to
start buying the houses along Haigh
Avenue, which have experienced periodic
flood damage. Once these houses are
removed, the area will be regraded to
create additional flood storage and relo-
cate Policy Brook, which was impacted
by the original I-93 construction in the
early 1960s. This relocation will allow for
approximately 1,500 feet of Policy Brook
to be reestablished into a more natural
state. The project will proved restoration of
stream morphology including a variety of
grade control structures, adjacent wetlands
and improved water quality. Performed all
hydrologic/hydraulic modeling required to
ensure proper design including: estimating
the 1-, 2-, 10-, 25-, and 100-year frequen-
cy design flows using Technical Release
(TR) 20; and modeling design flows to vali-
date long and short term channel stability
using HEC-RAS. Also responsible for the
final stamped engineering plans. 
Town of Exeter, NH – Great Dam
Removal Feasibility and Impact
Analysis. Senior Project Engineer for
a feasibility study for the removal of the
Great Dam in Exeter. The study supple-
ments previous and on-going studies by
others, providing additional information
to facilitate the Town’s formulation of and
consideration of alternatives. The scope
of work included geomorphic analysis,
hydrological and hydraulic analysis, water
supply, fish passage, dam and structural
engineering, recreation and impacts to
natural resources. This project was funded
through NOAA, USEPA, USFWS and
NHDES. 
Town of Rye, NH – Eel Pond
Restoration Hydrology and Hydraulics. 
Senior Project Engineer involved in a
project for the Rye Beach Village District
to perform a preliminary technical review
of the hydrology and ecology of Eel Pond.
Responsible for developing preliminary
hydrology and analysis of existing culverts
under Route 1. 
Brewster/Orleans, MA – Namskaket
Marsh Restoration. Project Engineer for
the development of restoration plans for
Namskaket Marsh and Hurley’s Bog. The
Cape Cod Rail Trail bisects the marsh.
Down gradient of the rail trail crossing,
Namskaket Marsh is a typical salt marsh
with the interior mostly free of invasive
plant species. Up gradient of the crossing,
the marsh is dominated by Phragmites.
The project consists of replacing the two
culverts beneath the rail trail with larger
culverts designed to provide enhanced
tidal flushing to the up gradient marshes.
A HydroCAD computer hydraulics model
has been established to design the size of
the culverts necessary to carry an average
high tide into Namskaket Marsh. The intent
of the proposed culverts is to restore as
much tidal flow to the marshes are pos-
sible without causing problematic upstream
flooding and to reduce the area coverage
of Phragmites. Responsible for analyz-
ing the hydraulics in order to determine
the size of the new culvert that would be
placed under the trail. Also responsible
for the preliminary cost analysis of the
replacement of the culvert, and devel-
oped the wetland restoration plans for
Namskaket Marsh. 
Town of Hull, MA – Strait’s Pond
Restoration. Project Engineer responsible
for hydraulic modeling, utility coordina-
tion, utility relocation design, and bridge
replacement. Strait’s Pond is a 92-acre
salt pond experiencing both water quality
and habitat degradation as a result of poor
flushing. Replacement of the existing state
bridge will require extensive utility coordi-
nation and will be outfitted with an auto-
mated tide gate to reduce flooding impacts
to low-lying properties. 
Tyngsboro/Chelmsford, MA - Route 3
Wetland Mitigation. Project engineer for
this design/build highway project.. This
project required coordination between sev-
eral engineering firms and state regulatory
officials. Responsibilities included coor-
dinating with the other engineering firms
in order to develop 4 wetland restoration
plans for the Route 3 corridor widening in
Tyngsboro and Chelmsford, MA, calculated
the areas of impact that were needed to
create these wetlands and determined the
elevations in which the different wetland
plants would exist. This was also done in
coordination with a wetland scientist.

Steven Calla – Steven Calla has been the Director of Public Works for the town of Winthrop since 2011.
Prior to becoming the director of the department, Mr. Calla worked as the Operations Manager for
Winthrop Public Works from 2007 to 2011. As Director, Mr. Calla has overseen millions of dollars of
infrastructure improvements across the town, including roadway projects, water, sewer and drainage
improvements, improvements to parks and improvements to other critical town facilities such as tide
gates and pump stations. He has personally project managed most of those projects over the course of
his tenure and is an expert in both the process for initiating and completing large scale public works
projects and with the financial reporting and administration of those projects. In 2016, Mr. Calla project
managed a major storm water drainage project in Winthrop’s Point Shirley neighborhood, which cost a
total of $835,000 and included $500,000 in federal FEMA pre-disaster Mitigation funding. Mr. Calla has
previously worked as an Environmental Engineer, Electrician’s apprentice and environmental and
construction supervisor of his own construction and environmental services corporation. He earned a
Bachelor Degree in Environmental Protection and Marine Safety from the Massachusetts Maritime
Academy in 1996 and a Master in Public Administration at Suffolk University in 2017.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Education 
Ph.D., Physical Oceanography –
1982, Purdue University 
M.S., Geophysical
Oceanography – 1976,
Virginia Institute of Marine
Science and College of
William and Mary 
B.S., Mechanical Engineering
– 1972, Michigan State Univ. 
Licenses and Registrations 
• Professional Wetlands
Scientist (PWS) 2005 
Publications and
Presentations: 
122 
Work Experience 
1989-Present Woods Hole Group,
Inc. 
1983-1989 U.S. Army Corps of
Engineers 
1973-1982 Purdue University
(Research
Coordinator,
Research Fellow,
Research Instructor) 
1972-1973 F.W. Amend
Company 
1969-1972 Michigan State
University (Research
Assistant) 
Lee L. Weishar, Ph.D., M.S., B.S., P.W.S 
Senior Scientist/Coastal Engineer 
Expertise 
Dr. Lee Weishar has more than 30 years of experience in the
fields of oceanography, coastal engineering, sediment
transport, and nearshore processes. For the past 15 years, he
has focused on developing resilient shoreline projects. These
projects include developing soft engineering solutions to
mitigate shoreline erosion such as sand filled tubes, coir bio-
logs, beach nourishment, and other technologies that work
with nature, mitigate erosion while allowing the shoreline
respond to storms and hurricanes. He also has worked to
develop fringe marsh projects to increase resiliency while
stabilizing the shoreline. Dr. Weishar’s projects also include
the design, permitting, and construction oversight of beach
nourishment projects that increase shoreline resiliency by
allowing the shoreline to respond naturally to incident storms.
These efforts promote living shorelines that will be more
resistant to the effects of sea level rise and the projected
increased storm activity that the east coast is projected to
experience over the next decade. 
Dr. Weishar also develops wetland restoration projects that
specialize in the integration of biological, ecological, and
hydraulic data to develop wetland restoration designs that
allow Ecological Engineering to be successful and helps
ensure that the project will meet the restoration objectives. 
Scientific consulting in marsh ecology and the tidal hydraulics
of wetlands. Salt marsh restoration as mitigation for power
plant intake impacts (e.g., 316(b) restoration measures), and
NRDA. Engineering consulting on the effects of tidal inlet
and shore protection structures, longshore sediment
transport, shoreline response, marsh hydrology and
restoration. Conducted numerical model studies of channel
stability, shoaling, and tidal flushing at tidal inlets. Designed
field studies and performed numerical and physical modeling
of waves, currents, water levels, and suspended sediment
transport at tidal inlets. Field collection of oceanographic and
geotechnical data. Designed and supervised several large
beach nourishment projects requiring dune and beach design,
construction oversight, and field monitoring.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Qualification Summary 
• More than 30 years of experience
in the fields of oceanography,
coastal engineering, sediment
transport, and nearshore processes 
• Salt marsh restoration, planning,
design, monitoring/adaptive
management 
• Ecological engineering for salt
marsh/wetland habitat restoration 
• Specification of hydrodynamic
regimes suitable for salt marsh
restoration, including increased
salt water flows balanced with
fresh and storm water inputs 
• Specializes in developing and
implementing complex data
collection efforts, which require
solving detailed and often-diverse
logistic problems such as marsh
restoration and sediment transport
projects in MA, DE, NC, VA, FL,
AL, NY, and Caribbean 
• Excellent project management
skills. Excels at managing large
projects with multi-discipline
investigators 
• Managed projects which designed
and completed investigations to
determine the optimum offshore
sand borrow site locations, which
maximize grain size, and quantities
of borrow material while
minimizing project environmental
impacts 
• Managed and completed
longshore sediment transport and
examined shoreline response at
numerous tidal inlets along the
eastern coast of the U.S.
Designed and completed large-
scale field investigations to
examine wave interaction on ebb
and flood tidal shoals 
Professional Affiliations 
Sigma Xi 
American Association for the Advancement of Science 
American Geophysical Union 
Society of Economic Paleontologists and Mineralogists 
American Society of Civil Engineers – Coastal Oceans, Ports
& Rivers Institute 
Society of Wetland Scientist 
Estuarine Research Federation 
ASCE Wetlands & Sediment Management Committee 
Chairman of ASCE Wetlands Engineering Guidelines
Subcommittee 
Certified as Professional Wetlands Scientist 
American Shore & Beach Preservation Association –
Secretary & Board Member 
Coastal Zone Foundation – President 
Department of Homeland Security Coastal Resiliency
Advisory Board Member 
Stevens Institute of Technology, Davidson Laboratory
Advisory Board Member

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Key Projects 
Ninigret Pond Salt Marsh Restoration, Charlestown, RI 
The Ninigret Pond restoration project is a thin layer deposition project designed to aid the Ninigret
Pond marshes become more resilient by helping the marshes respond to the future effects of sea
level rise. Dr. Weishar was the professional wetlands scientist for this project a served as the Woods
Hole Group’s project manager. The Woods Hole Group established the tidal datums for the
Ninigret Pond estuary using data the Woods Hole Group had obtained for the Rhode Island
Regional Sediment Management Project. These data were used to establish target elevations for the
restoration of both high and low marsh. Additionally, the Woods Hole Group using a combination
of GIS, LiDAR, and elevation data obtained with an RTK system within the marsh complex made
recommendations for depth of fill and location of fill for the marsh restoration. This process
established marsh diversity and allowed the project engineers to maximize the use and placement of
dredged sediment on the marsh. The Woods Hole Group aided the agencies in formulating data
collection, the location of reference marshes and the establishment of restoration goals and
objectives. The goals and objectives were used to establish an adaptive management plan to
monitor the restoration and to establish methodologies to determine if the marsh is restoring
according to plan. 
Comprehensive Plan for Docks, North Haven, NY, Coastal Scientist 
Conducted field reconnaissance to characterize existing docks, public access, shoreline aesthetics and
nearshore habitat. Wrote a Comprehensive Plan for Docks in North Haven, which highlighted
existing dock policies, detailed the potential dock impacts on public access, aesthetics, water quality,
and nearshore habitat, and documented the physical environment present along the coast of North
Haven, including wave heights and flood elevations during storm conditions. Provided a series of
recommendations for the Village to consider when approving new dock regulations. Attended a
Village Meeting where the plan was presented to the public, approved and adopted by the Village. 
Dredge Disposal Analysis, Chatham, MA, Coastal Scientist 
Developed selection criteria to choose areas that are best suited for disposal of dredge material.
Calculated fill capacity and designed potential nourishment templates for 14 potential disposal sites
in Chatham, Harwich and Orleans. Potential dredge disposal site rankings were based on physical
logistics (i.e. location, volume, equipment access, etc.), as well as each site’s potential benefits (i.e.
erosion protection, habitat restoration, coastal resiliency, etc.) and potential permitting and
regulatory constraints (i.e. shellfish resources, presence of salt marsh or eelgrass, etc.). Compiled
final rankings, analyses, maps, and fill cross-sections into a final report for the Town. 
Monitoring Marsh Restoration in Delaware River Estuary, Public Service Electric and Gas Company 
Dr. Weishar is the adaptive management evaluation team leader responsible for an ongoing project
evaluating restoration plans, developing and implementing corrective mitigation strategies, required
to insure the successful restoration of 20,000 acres of salt marsh in the Delaware River Estuary. As
head of the adaptive management team Dr. Weishar assists the client in evaluating the restoration
goals, objectives, and restoration timeline as outlined in the adaptive management plan. This project
requires evaluation and dissemination of complex data to the public regulatory community and
scientists to evaluate the performance of the project.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Key Projects (continued) 
USACE IDIQ Task Order Contract – Program Manager 
Dr. Weishar was the program manager for a 5-million dollar US Army Corps of Engineers IDIQ
task order contract with the US Army Corps of Engineers District New England. During the life of
this contract, Dr. Weishar was responsible for all aspects of the contract. He performed as program
manager, project manager, and acted as the liaison with the District personnel. As program
manager, Dr. Weishar’s responsibilities included providing assistance to the Woods Hole Group
project managers in developing contract cost estimates that provided a good value the USACE. Dr.
Weishar also provided technical oversight for the projects and made sure the reports generated for
the USACE. Occasionally the USACE would have a time sensitive project that just had to be
completed. When this occurred, Dr. Weishar worked with both the USACE and the WHG project
managers to expedite the project so that the time constraints were met without compromising the
quality of the work product. As project manager on selected projects, Dr. Weishar worked helped
generate Health and Safety Plans for many of the projects. Through his efforts, the IDIQ contract
provided high quality products that helped the USACE complete its mission. 
Evaluation of Wetland Remediation Techniques in an Arid Environment - Project Manager 
Dr. Weishar was the project manager for this large remediation project and led the remediation
efforts within the Kingdom of Saudi Arabia. This field study extends along the 750 Km of the
Kingdom of Saudi Arabia Arabian Gulf shore from the Kuwait border to the industrial city of Al-
Jubail. This complex shoreline is composed of an interlaced series of tide flats, beaches,
embayments, lagoons, and salt marshes. Much of these ecosystems remain severely impacted from
the oil spill. The year-long remediation demonstration project tested remediation technologies at the
field scale for these arid ecosystems. The project demonstrated that large-scale marsh restoration
was feasible through construction of a marsh remediation project. The project also demonstrated
restoration of the other affected biotypes was feasible using indigenous equipment. 
Restoration of a Restricted Tidal Marsh: South Cape Beach, MA. - Project Manager 
South Cape Beach is a high marsh that has been isolated from the tidal source waters by culverts and
artificial ditches. The installation of the ditches has muted the tidal range on the marsh plain and as
a result Phragmites has begun to invade the marsh from the upland fringes. Dr. Weishar led the
numerical modeling of the effort that formed the foundation for deriving marsh restoration designs
that will help restore tidal circulation and prevent Phragmites encroachment onto the marsh plain. 
Restoration of a Restricted Tidal Marsh: Nonquitt, MA. - Project Manager 
Dr. Weishar was the project manager for this project and worked with the Woods Hole group team
to develop restoration design alternatives. Nonquitt marsh has been isolated from tidal source
waters of Buzzards Bay from approximately 40 years. The isolated pipe leading to the Bay mutes the
tidal range from several feet to several inches. As a result the marsh sediments are highly saturated
and a fresh water upland community has developed around the marsh perimeter. The preferred
restoration alternative incorporated establishing a new tidal inlet in its historical footprint.
Restoration design alternatives addressed large-scale marsh plain erosion, impacts to the adjacent
wetlands, and increased flooding potential. 
Marsh Restoration and Estuary Enhancement in Southern New Jersey, Hancock’s Bridge, NJ,
Public Service Electric and Gas Company - Oceanographer/Project Manager 
As part of permit-required mitigation for nuclear facility with a once-through cooling system, Dr.
Weishar reviewed feasibility of a program to restore 10,000 acres of degraded salt marshes through

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Key Projects (continued) 
on-site visits and analytical analyses. Performed critical investigation using hydraulic modeling,
resource area evaluations, design review of marsh channel and tidal inlet design, and investigation
and quantification of restoration effects on ground water, septic systems, and private drinking wells.
The success of this project required close interaction between Woods Hole Group, Inc., NJ State
environmental agencies, NJ Attorney General’s Office, National Fish and Wildlife, US Army Corps
of Engineers, National Marine Fisheries, and concerned citizens. 
Beach Nourishment Design for Spectacle Island Massachusetts, Boston Harbor, MA,
Massachusetts Water Resources Authority - Oceanographer/Project Manager 
Completed a detailed beach nourishment design for the shorelines of Spectacle Island. Used
refraction/diffraction model, REF/DIF1, to predict transformation of waves in areas where the
bathymetry was irregular and diffraction was important. Used wave height results as input to
longshore and cross-shore sediment transport models. These models were employed to simulate the
performance of several different beach fill designs. 
Design and Environmental Permitting for Pier and Dock Reconstruction at US Coast Guard Facility,
Provincetown, MA, United States Coast Guard - Oceanographer/Project Manager 
Performed coastal engineering analysis for the redesign and rehabilitation of a pier and dock facility
and wave barrier for the US Coast Guard Station. Calculated design wave criteria for average and
storm-induced conditions. 
Beach Nourishment Design and Monitoring for the Southern Shore of Cape Cod, Cape Cod, MA,
Great Island, Long Beach, and Dead Neck Homeowners Associations - Oceanographer/Project
Manager 
Performed shoreline change studies to evaluate rate of erosion and sediment loss for three different
sites. Designed and participated in collection of high-resolution bathymetry, vibra cores, beach
profiles, and sediment grain size data at each site. Developed and implemented beach nourishment
plans for each site. Performed on-site topographic and bathymetric surveying before and after
nourishment projects. 
Environmental Impact Report (EIR) for Shore Protection Structures Between Aunt Lydia’s Cove
and Morris Island, Chatham, MA, Town of Chatham - Oceanographer/Project Manager 
Prepared EIR to address impacts of revetments and other shore protection structures built to
protect the Chatham mainland following the formation of the new inlet through the Nauset barrier,
January 1987. Analyzed geologic history of the area, and studied evolution of Nauset barrier and
tidal inlet system using historical maps, charts, and aerial photographs. Used a combination of
existing studies and numerical analysis to quantify wave, tidal, storm surge and sediment transport
processes. Prepared a plan of short-term action, long-term action, and short-term optional
management alternatives for the Town of Chatham, property owners, and permitting agencies. 
Numerical Model Analysis of Wave Climatology and Storm Surge for Seawall Design, Deer Island,
MA, Massachusetts Water Resources Authority via Metcalf and Eddy, Inc. - Oceanography/Project
Manager 
Conducted numerical and physical model analyses of wave climatology, storm water levels, and wave
run-up so that an effective and cost efficient shore protection plan could be developed for the
island. Results from models runs were used to predict nearshore wave heights and water levels for
5-, 10-, 25-, 50-, and 100-year storm events and to optimize seawall design specifications. Two-

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Key Projects (continued) 
dimensional physical modeling of the seawall design was performed using a test facility to evaluate
the proposed structural design. 
Bathymetric and Side Scan Surveys of Fort Point Channel, Boston Harbor, MA, BSC Group,
Oceanographer/Project Manager 
Performed bathymetric and side scan sonar survey for part of the Central Artery/Tunnel Project.
Bathymetry was plotted on the area basemap to ensure water depths were adequate for floating
construction barges into the channel. Side scan data were reviewed for possible bottom debris or
hazards. During the survey, field operations were restricted due to bridges crossing the channel, and
barge and boat activity within the channel. Despite the navigational problems, full coverage of the
channel was obtained. 
Directional Wave and Current Meter Installation and Data Analysis, Townsend and Absecon Inlets,
NJ, Offshore & Coastal Technologies, Inc. - Oceanographer/Project Manager 
Collected wave and current data at the entrances to and nearshore region downdrift of the
Townsend and Absecon inlets. Analyzed data for directional spectral parameters including
significant wave height, wave direction, mean water depth, and the variance of water surface
elevation. 
Particle Tracking Analysis at the Salem Nuclear Generating Station, Hancock’s Bridge, NJ, Public
Service Electric and Gas Company - Oceanographer/Project Manager 
Evaluated near- and far-field impacts to a nuclear generating station’s intake basin using a particle
tracking numerical model. Identified portions of the estuary providing potential detritus sources to
the intake basin and evaluated the migration of detritus cleaned from the intake screens and dumped
back into the estuary. Results of the particle tracking were collected in an effort to design a program
to reduce and eliminate the detritus problem. 
Bathymetry, Geophysical Survey, and Wave Refraction Analysis for Sand Borrow Site Analysis,
Siasconset, MA, Town of Nantucket - Oceanographer/Project Manager 
Completed a reconnaissance survey and analysis of two offshore sand borrow sites for a proposed
beach nourishment project. Collected regional bathymetry, coring, beach sediment sampling, side-
scan sonar, sub-bottom profiling, and magnetometer surveys. Modeled the wave climatology using
collected data. Used model results to calculate sediment transport potentials and gradients in
sediment transport to determine dredging from the proposed borrow sites. 
Sub-bottom Investigations and Detrital Flux Analysis at the Salem and Hope Creek Nuclear Power
Plant, Hancock’s Bridge, NJ, Public Service Electric and Gas Company - Oceanographer/Project
Manager 
Designed a phased field data collection program to evaluate potential causes of detrital loading at the
Salem and Hope Creek Nuclear Power Plant after detrital loading had forced the operating plant to
shut down. Collected bathymetric data, conducted a sub-bottom survey, and monitored physical
conditions: temperature, conductivity and current profile at the power plant. Conducted additional
surveys to the north and south of the power plant to identify potential sources of the detritus. 
Data Collection and Analysis of Tidal Current Characteristics at St. Lucie Inlet and Adjacent
Waterways, Martin County, FL, Coastal Technologies Corporation - Oceanographer/Project
Manager 
Designed a survey to obtained high-resolution measurements of tidal current velocities and to map
temporal variations in the spatial structure of flow through the Inlet and waterway cross sections.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Key Projects (continued) 
Calibrated a numerical model of Inlet dynamics using survey results. Quantified the effect of Inlet
geometry on the spatial structure of tidal flow and explained sediment accretion/scour
characteristics within the Inlet. 
Publications and Presentations 
Weishar, L.L. 2016. The Challenge of Constructing and Designing Living Shoreline Projects in the
Northeast. 10-15 December 2016. New Orleans, LA. 
Weishar, L.L. 2016. The Development of Living Shoreline Projects in New England; Looking for the Better
Mouse Trap. American Shore & Beach Preservation Association 2016 National Conference. 25-28
October 2016. Long Branch, NJ. 
Weishar, L.L. and E. Leduc. 2016. Protecting Salt Marshes and Eelgrass Beds in a Rapidly Changing
Estuary. Society of Wetland Scientists Annual Meeting. 31 May-4 June 2016. Corpus Christi, TX. 
Weishar, L.L. 2015. Is Coastal Resiliency a New Buzz Word for Estuary and Coastal Restoration Established
Best Management Practices? Coastal & Estuary Research Federation. 8-12 November 2015.
Portland, OR. 
Weishar, L.L. 2015. Why Does the Definition of Resilient Coasts and Living Shorelines Vary Regionally?
American Shore and Beach Preservation Association Fall National Conference. 14-16 October 2015.
New Orleans, LA. 
Weishar, L.L. and E. Leduc. 2015. Can Coastal Resilient Shore Protection Projects and Nearshore Wetland
Resources Co-Exist Within a Rapidly Changing Estuary? Society of Wetland Scientists 2015 Annual
Meeting. May 31-June 4, 2015. Providence, RI. 
Weishar, L.L. and J.M. Teal. 2014. The Effect of Rapidly Changing Hydrology on Sheet Flow on a Marsh
Restoration Project. Restore Americas Estuaries, 7th National Summit, 1-6 November 2014.
National Harbor, MD. 
Weishar, L.L. and E. Leduc. 2014. Identifying Viable Beach Nourishment Sites on Sediment Starved Within
an Estuary with Rapidly Developing Wetland Resources. American Shore & Beach Preservation
Association, 2014 National Conference 15-17 October 2014. Virginia Beach, VA. 
Weishar, L.L. and J.M. Teal. 2014. A Novel Approach to Encouraging Sedimentation in a Large Scale Marsh
Restoration Project. Society of Wetland Scientists. 18-23 May 2014. Portland, OR. 
Weishar, L.L. 2013. Can a Fringe Marsh and Eelgrass System Survive Changing Hydraulic and
Anthropogenic Impacts without Intervention. Coastal and Estuarine Research Federation’s 22nd
Biannual Conference. 3-7 November 2013, San Diego, CA. 
Weishar, L.L. 2013. Beach Nourishment and Wetlands Resources, A balancing Act. American Shore &
Beach Preservation Association 2013 National Conference. 22-25 October 2013. South Padre
Island, TX.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Weishar, L.L., J. Teal, K. Phillip, R. Hinkle, K. Strait, and B. Evans. 2013. The Impact of Physical Processes
on Channel Development and Marsh Plain Vegetation. 2013 Annual Meeting of the Society of
Wetland Scientists. 2-6 June 2013, Duluth, MN. 
Weishar, L.L., J. Teal, K. Phillip, R. Hinkle., K. Strait, and B. Evans. 2013. Large-Scale Wetlands
Restoration: The Impacts of Physical Processes. Ecological Engineering. The Journal of Ecosystem
Restoration. Submitted for Publication. 
Teal, J.M. and L.L. Weishar. 2013. Evolution of Salt Marsh Creek Bank Slopes after Removal of Phragmites
Australis . Ecological Engineering, The Journal of Ecosystem Restoration. Submitted for Publication. 
Weishar, L.L. 2012. Stakeholder Interaction in Restoration Designs: Do the Positives Outweigh the
Negatives. Restore Americas Estuaries. 20-25 October 2012. Tampa, FL. 
Weishar, L.L. 2012. The Role of Coastal Processes and Shoreline Geomorphology in the Design of Two
Small Coastal Bank Restoration Projects. American Shore & Beach Preservation Association 2012
National conference. 10-12 October 2012. San Diego, CA. 
Weishar, L.L., J. Teal, K. Phillip, P. Hinkle, K. Strait, B. Evans. 2012. Large-Scale Wetlands Restoration:
The Impacts of Physical Processes. EcoSummit 2012, 4th International Ecosumit, Ecological
Sustainability, Restoring the Planets Ecosystem Services. 30 September-5 October 2012. Columbus,
OH. 
Weishar, L.L. 2012. The Design for the Restoration of a Freshwater Cranberry Bog in New England. 9th
Intecol International Wetlands Conference. 3-8 June 2012. Orlando, FL. 
Weishar, L.L. 2011. A Case Study in Sea Level Rise, Can Private Property Owners Protect Their Property
Against Rising Tide Levels Without Hard Engineering Solutions. 21st Coastal and Estuarine
Research Federation National Conference. 6-10 November 2011. Daytona Beach, FL. 
Weishar. L.L., T. Herrington, N. Elko, and T. Roberts. 2011. What is the State of U.S. Coastal Engineering
& Science? American Shore & Beach Preservation Association. 2011 National Conference. 18-21
October 2011. New Orleans, LA. 
Simmons, H. and L.L. Weishar. 2011. What is the State of U.S. Coastal Engineering & Science? 88th Coastal
Engineering Research Board. 26-28 July 2011. Buffalo, N.Y. 
Weishar, L.L., T. Keon, and Peter Markunas. 2011. Regional Sediment Management Combined with an
Ecosystem Restoration Project in Chatham, MA; A Local Approach. Coastal Sediment 2-6 May
2011. Miami, FL pp. 2088-2101. 
Weishar, L.L. and J.M. Teal. 2010. Build It and They Will Come. Why Wetlands Form is Important in
Restoring Wetlands. 6th National Conference on Coastal and Estuarine Habitat Restoration. 13-17
November. Galveston, TX. 
Weishar, L.L. and P. Markunas. 2010. Direct and indirect Impacts of the Formation of a New Inlet through
Nauset Barrier Beach on Municipal and Private Properties. American Shore & Beach Preservation

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
2010 National Conference. 12-15 October 2010. Charleston, S.C. 
Weishar, L.L. and P. Markunas. 2010. Should Restoration of a Small Estuarine Tidal Inlet and Wetlands
System be Permitted. Society of Wetland Scientists, 2010 Annual Conference. 27 June-2 July 2010.
Salt Lake City, UT. 
Weishar, L.L. and P. Markunas. 2009. When Sound Coastal Engineering and Wetlands Protections
Regulations Collide. Coastal and Estuarine Research Federation National Conference. 1-5
November 2009. Portland, OR. 
Weishar, L.L. and J.M. Teal. 2009. Wetland Form vs. Function: Can We Incorporate Function into Wetland
Success Criteria Without Killing Projects? 13-16 October 2009. St. Petersburg, FL. 
Weishar, L.L. and P. Markunas. 2009. Soft Engineering Solutions for Bank Stabilization; Do They Exist?
Northeast Shore & Beach Preservation Association, Northeast Beaches Conference. 21-23
September 2009. Woods Hole, MA. 
Weishar, L.L. 2008. Can Ecological Engineering be Used to Restore Oil Contaminated Salt Marshes and
Sand Beaches on Saudi Arabia’s Arabian Gulf Coast. 16-20 November 2008. Tampa, FL. 
Weishar, L.L. 2008. Ecosystem and Anthropogenic Effects Associated with the Formation of a New Inlet in
Nauset Barrier Beach, Chatham, MA. 35th Annual Conference on Ecosystem Restoration and
Creation. 6-7 November 2008. Plant City, FL. 
Weishar, L.L. 2008. Developing Guidelines for Restoring Wetlands; an ASCE Perspective. Restore
Americas Estuaries, 4th National on Coastal and Estuarine Habitat Restoration. 13-15 October 2008.
Providence, R.I. 
Weishar, L.L. 2008. The Ecological and Sociological Impacts Associated with the Formation of a New Inlet
in Nauset Barrier Beach. 2008 Annual Conference of the Society of Wetland Scientists. 26-30 May
2008, Washington, DC. 
Weishar, L.L. 2008. Guidelines for Designing Wetlands. 9th Annual Coastal Inlets Research Program,
Technology Transfer Workshop. 28-29 January 2008, Sarasota, FL. 
Weishar, L.L., I. Watt, D. Jones, and D. Aubrey. 2008. Evaluation of Arid Salt Marsh Restoration
Techniques. Protecting the Gulf’s Marine Ecosystem from Pollution. Hans-Jorg Barth ed.
Birkäuser /Springer, pp. 273-279. 
Jones, D. M. Hayes, F. Krupp, G. Sabatini, I. Watt and L. Weishar. 2008. The Impact of the Gulf War
(1990-91) Oil Release Upon Intertidal Gulf Coastline of Saudi Arabia and Subsequent Recovery.
Hans-Jorg Barth ed. Birkäuser/Springer, pp. 237-254. 
Peterson, Susan, J.M. Teal and L.L. Weishar. 2007. Natural Attenuation of Nitrogen in Wetlands and
Waterbodies. Estuarine Research Federation 2007. Science and Management
Observations/Syntheses/Solutions. 4-8 November 2007, Providence, RI. 
Teal, J.M. and L.L. Weishar. 2007. We Have Had an Effect. Estuarine Research Federation 2007. Science
and Management Observations/Syntheses/Solutions. 4-8 November 2007, Providence, RI.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Weishar, L.L. 2007. Developing Restoration Alternatives for a Small Degraded Marsh System - Trying to
Please Everyone. 34th Annual Conference on Ecosystem Restoration and Creation. 1-2 November
2007, Plant City, FL. 
Weishar, L.L. and J. M. Teal. 2007. The Role of Vegetation in Developing Creek Bank Morphology within
Wetlands. 2007 SWS International Conference. Water, Wetlands, and Wildlife – Resolving Conflicts
and Restoring Habitat, 10-15 June 2007, Sacramento, CA. 
Weishar L. T. Keon, and D. Stauble. 2007. Effects of Large Scale Morphological Changes to a Back-Bay
System. Proceedings Coastal Sediments 2007, 13-17 May 2007, New Orleans, LA. American Society
of Civil Engineers, pp. 814-827. 
Weishar, L.L. and J.M. Teal. 2006. The Engineering Approach and Challenges to the Delaware Bay
Restorations. 3rd National Conference on Coastal and Estuarine Habitat Restoration. 9-13
December 2006. 
Weishar, L.L. and J.M. Teal. 2006. Ecosystem Biological Feedback Mechanisms Within Wetlands
Restoration Projects: Implications to Success Criteria. 33rd Conference on Ecosystem Restoration
and Creation. 2-3 November 2007, Tampa, FL. 
Weishar L.L. and J.M. Teal. 2006. The Development of Creek Bank Morphology Within a Restored Marsh.
American Shore and Beach National Conference. 9-11 October 2006, Longbranch, NJ. 
Weishar, L.L. and K.F. Bosma. 2006. Numerical Models, A Tool for Balancing Regulatory and Stakeholder
Concerns in the Restoration of Degraded Wetland Systems. Proceedings 30th International
Conference on Coastal Engineering. 3-8 September 2006, San Diego, CA. World Scientific, pp.
2182-2193. 
Weishar, L.L., D. Jones, D. Aubrey and I. Watt. 2006. The Restoration of Oil Degraded Salt Marsh and
Sand Beaches Within Saudi Arabia. The State of the Gulf Ecosystem: Future and Threats. 5-9
March 2006, Dubai, UAE. 
Weishar, L.L. and K.F. Bosma. 2005. Developing Design Alternatives for the Restoration of A Degraded
Marsh System. 32nd Annual Conference on Ecosystems Restoration and Creation. 27-28 October
2005, Tampa, FL. 
Weishar, L.L., J.M. Teal, R. Hinkle, K. Strait and B. Evans. 2005. Embracing Change in the Wetlands
Restoration Process Without Compromising Restoration Goals. 18th Biennial Conference of the Est.
Res. Feder. 16-21 October 2005, Norfolk, VA. 
Weishar L.L., I. Watt. 2005. Restoration of Oil Contaminated Sand Beaches and Salt Marshes on Saudi
Arabia’s Arabian Gulf Coast. 2005 Annual Conference, American Shore & Beach Association. 10-
12 October, San Francisco, CA. 
Weishar, L.L., I. Watt, and D. Jones. 2005. A Pilot Marsh Restoration Project in Arid climates. Society of
Wetland Scientist 26th Annual International Meeting, Charleston, N.C. 6-10 June 2005.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Weishar, L.L., J. M. Teal, and R. Hinkle. 2005. Designing Large-Scale Wetland Restoration for Delaware
Bay. J. Ecological Engineering, Vol. 25, Issue 3, pp 231-239. 
Weishar, L.L., J. M. Teal, and R. Hinkle. 2005. Stream Order Analysis in Marsh Restoration on Delaware
Bay. J. Ecological Engineering, Vol. 25, Issue 3, pp 252-259 
Teal, J.M. and L. Weishar. 2005. Ecological Engineering, Adaptive Management, and Restoration
Management In Delaware Bay Salt Marsh Restoration. J. Ecological Engineering, Vol. 25, Issue 3,
pp 304-314. 
Weishar, L.L., J.M. Teal, and R. Hinkle. 2004. Ecosystem Feedback Mechanisms within a Wetlands
Restoration Project and their Relation to Project Success. 25th Annual Meeting, Soc. Wetland
Scientist, Seattle, WA. 
Weishar, L.L., K. Bosma, and J.M. Teal. 2004. The Relationship Between Hydrodynamic Models and
Adaptive Management in Marsh Restoration. First National Conference on Ecosystem Restoration.
6-10 December 2004, Orlando, FL. 
Weishar, L.L. and I. Watt. 2004. Evaluation of Arid Salt Marsh Restoration Techniques. 31st Annual
Conference on Ecosystems Restoration and Creation. 28-29 October 2004, Tampa, FL. 
Weishar, L.L. and K. Bosma. 2004. Restoration of a Degraded Marsh System Located Behind a Barrier
Island. America’s Shoreline: Beach and Ecosystem Restoration in the 21st Century. 2004 American
Shore & Beach Annual Conference. 13-15 September 2004, New Orleans, LA. 
Weishar, L.L., J.M. Teal, and R. Hinkle. 2003. Channel Formation Process in Restored Salt Marshes. 17th
Biannual Conf., Estuary Research Found, Seattle, WA. 
Weishar, L.L., J.M. Teal, and R. Hinkle. 2003. Tidal Channel Development in Two Salt Marsh Restoration
Projects. 24th Annual Meeting, Soc. Wetland Scientist, New Orleans, LA. 
Teal, J.M., L.W. Weishar, and R. Hinkle. 2003. Phragmites Control with Reduced Herbicide Use. 24th Annual
Meeting, Soc. Wetland Scientist. New Orleans, LA. 
Allen, S., P. Fairbairn, and L. Weishar. 2003. Preserving the Salinity Gradient during restoration of a Coastal
Wetland on Cape Cod. Restore America’s Estuaries, Baltimore, MD. 
Weishar, L., J. Teal, and R. Hinkle. 2002. Methods for Assessing Success in the Early Stages of a Wetlands
Restoration Project. 29th Annual Conference on Ecosystems Restoration and Creation. 9-10 May
2002, Tampa, FL. 
Weishar, Lee and Leslie Fields. 2002. Bioengineering for Coastal Bank Stabilization: Case Studies.
Proceedings of a Workshop held at the Woods Hole Oceanographic Institution, Woods Hole, MA. 
Fairbairn, P.W., S.D. Allen, L.L. Weishar, and S. Block. 2002. Preserving Salinity Gradients During
Restoration of a Coastal Wetland on Cape Cod. Society of Wetland Scientists New England
Chapter, Conference, Worcester, MA.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Weishar, L., K. Bosma, B. Hamilton, S. Jachec, S. Allen, and P. Fairbairn. 2002. Restoration of Tidal Flows
to Increase Biodiversity of Coastal Habitats. 5th Annual Conference of the Northeast Shore and
Beach Preservation Association. 23-26 October 2002, Woods Hole, MA. 
Weishar, L., J. Teal, R. Hinkle, J. Balletto. 2002. Wetlands Restoration in the Delaware River Estuary: The
Tale of Two Success Stories. Society of Wetland Scientists 23rd Annual Conference. 2-7 June 2002,
Lake Placid, N.Y. 
Teal, J., L. Weishar, R. Hinkle, K. Strait, and B. Evans. 2002. The Role of Adaptive management in an
Ongoing Wetlands Restoration Project. Society of Wetland Scientists 23rd Annual Conference. 2-7
June 2002, Lake Placid, N.Y. 
Weishar, L.L., J.M. Teal and R. Hinkle. 2001. “Design and Implementation of Experimental Phragmites
Control Techniques.” Society of Wetland Scientist 22nd Annual Conference, Chicago, IL. 
Teal, J., L. Weishar and R. Hinkle. 2001. “Results of a 2-year Long Experiment in Phragmites Control.”
Estuarine Research Federation. 16th Biennial Conference of the Estuarine Research Foundation,
Tampa, FL. 
Weishar, L., J. Teal, and R. Hinkle. 2001. Development of Marsh Hydrogeomorphology and Marsh
Vegetation within a Salt Hay Farm Wetland Restoration Site. Proceedings of the 27th Annual
Conference on Ecosystems and Creation; Tampa, FL. p. 26-44. 
Weishar, L. J. Teal and R. Hinkle. 2000. “Development of Marsh Hydrogeomorphology and Marsh
Vegetation within a Salt Hay Farm Wetland Restoration Site.” 27th Annual Conference on
Ecosystems Restoration and Creation, Tampa, FL. 
Weinstein, M. and L. Weishar. 2000. “Beneficial Use of Dredged Materials to Enhance the Restoration
Trajectories of Formerly Diked Lands.” Sea Grant Ecosystems and Habitats. National Workshop
on the Use of Dredged Material for Wetlands Restoration and Erosion Control. M.I.T., Cambridge,
MA. 
Weishar, L. and J. Teal. 2000. “The Use of Numerical Modeling to Optimize a Wetlands Restoration
Design.” 21st Annual Conference of the Society of Wetlands Scientists, Quebec, Canada. 
Teal, J. and L. Weishar. 2000. “The Effects of Phragmites on Tidal Creek Banks.” 21st Annual Conference
of the Society of Wetlands Scientists, Quebec, Canada. 
Weishar, L, J. Teal and R. Hinkle. 2000. “Non Herbicide Alternative for Controlling Phragmites.” 28th
Annual Conference on Ecosystems Restoration and Creation. Tampa, FL., p. 1-16. 
Weishar, L., J. Teal and R. Hinkle. 2000. “Development of Marsh Hydrogeomorphology and Marsh
Vegetation Within a Salt Hay Farm Wetland Restoration Site.” 27th Annual Conference on
Ecosystems Restoration and Creation, Tampa, FL. 
Aubrey, D.G., L.L. Weishar, and A.M. Kornick. 1999. “Evolution of the Hydroperiod and Tidal Channels at
Commercial Township, NJ.” Society of Wetlands Scientist. 20th Annual Meeting, Norfolk, VA.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Teal, J. and L.L. Weishar. 1999. “Development of Spartina Alterniflora Cover Within Restored Salt Hay
Farm Sites in Southern NJ.” Society of Wetlands Scientist. 20th Annual Meeting, Norfolk, VA. 
Weishar, L.L., J. Teal, and R. Hinkle. 1999. ”An Evaluation of Stream Order Analysis in Marsh Restoration
Projects.” Society of Wetlands Scientist. 20th Annual Meeting, Norfolk, VA. 
Weishar, L.L., J. Teal, and R. Hinkle. 1999. “The Design Process Used for Marsh Restoration in the
Delaware River Estuary.” Society of Wetlands Scientist. 20th Annual Meeting, Norfolk, VA. 
Teal, J. and L.L. Weishar. 1999. “An Overview of Approaches to the Use of Ecological Engineering and
Adaptive Management in a Delaware Bay Marsh Restoration Project.” Society of Wetlands Scientist.
20th Annual Meeting, Norfolk, VA. 
Weishar, L.L., J.M. Teal, R. Hinkle, and K. Philipp. 1998. A Comparison of Two Restoration Designs for
Degraded New Jersey Salt Marshes. Proceedings of the 25th Annual Conference on Ecosystem
Restoration and Creation; Tampa, FL., pp. 1-15. 
Teal, J.M. and L.L. Weishar. 1998. “Salt Hay Farm Restoration Design: Combining Biological and
Engineering Objectives.” Proceedings of the American Society of Civil Engineers (ASCE) Wetlands
Engineering & River Restoration Conference, Denver, CO. 
Weishar, L.L. and J.M. Teal. 1998. “The Role of Adaptive Management in the Restoration of Degraded
Diked Salt Hay Farm Wetlands.” Proceedings of the ASCE Wetlands Engineering & River
Restoration Conference, Denver, CO. 
Aubrey, D.G. and L.L. Weishar. 1998. “Hydrodynamic Controls on Hydroperiods in Marshes.”
Proceedings of the ASCE Wetlands Engineering & River Restoration Conference, Denver, CO. 
Weishar L.L., J.M. Teal, J. Balletto. 1997. “Implementation of Adaptive Management to Restoration of
Diked Salt hay Farms to Natural Marsh.” Proceedings of the 24th Annual Conference on Ecosystems
Restoration and Creation, Tampa, FL., pp. 1-16. 
Weishar, L.L., J. Teal, and J. Balletto. 1996. “The Design Process Utilized to Restore Diked Salt Hay Farms
to Natural Marshes . ” Proceedings of 23rd Annual Conference on Ecosystems Restoration and
Creation, Tampa, FL., pp. 87-106. 
Wood, J.D., J.S. Ramsey, and L.L. Weishar. 1996. “Beach Nourishment along Nantucket Sound: A Tale of
Two Beaches.” Proceedings of 9th Annual National Conference on Beach Preservation Technology.
Florida Shore and Beach Preservation Association, Gainesville, FL . 
Weishar, L.L., W. Tiffney, Jr., N. DeKimpe, and M.L. Fields. 1991. “Shoreline Response to Offshore Shoals
and Storms, Low Beach, Nantucket, MA.” Proceedings, Coastal Zone '91, Coastal and Ocean
Management, Long Beach, CA. 
Meadows, G.A., L.A. Meadows and L.L. Weishar. 1990. “DARTS Application to Remote Incident Wave
Mapping.” Technical Report OEL-9003-CERC, Ocean Engineering Laboratory, University of
Michigan, Ann Arbor, MI.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Weishar, L.L., D. Stauble, and K. Gingerich. 1989. “Reconnaissance Report: A Study of the Effects of the
New Breach at Chatham Massachusetts.” Tech Report CERC-89-(in publication), USACE
Waterways Experiment Station, Vicksburg, MS. 
Weishar, L.L. and D.G. Aubrey. 1988. “Coastal Inlet Processes at Green Harbor, Massachusetts.” Technical
Report, CERC-88-10, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg,
MS. 
Fields, M.L. and L.L. Weishar. 1988. “Analysis of Sediment Transport in the Brazos River Diversion
Channel Entrance Region.” Miscellaneous Paper CERC-88-7, U.S. Army Corps of Engineers,
Waterways Experiment Station, Vicksburg, MS. 
Fields, M.L., J. Marino, and L.L. Weishar. 1988. “The Effects of Florida Tidal Inlets on Adjacent
Shorelines.” Proceedings, Beach Preservation Technology Conference, Florida Shore and Beach
Society, Gainesville, FL, pp. 383-393. 
Weishar, L.L. and G.A. Meadows. 1987. “Suspended Sediment Concentrations Outside the Surf Zone,
DUCK 85.” Proceedings, Coastal Sediments '87, New Orleans, LA. 
Fields, M.L. and L.L. Weishar. 1987. “Distribution of Sediment Tracers Seaward of the Breaker Zone,
DUCK 85.” Proceedings, Coastal Sediments '87, New Orleans, LA. 
Meadows, G.A., L.L. Weishar, L.P. Meadows, and M.L. Fields. 1987. “DUCK 85, The Response of the
Exposed Coastal Boundary Layer to a Storm Forcing: A Description of a Coordinated East Coast
Experiment.” 
Meadows, G.A., L.A. Meadows, L.L. Weishar, and M.L. Fields. 1987. “DARTS (Digital Automated Radar
Tracking System) Applications to Tidal Inlet Hydrodynamic Studies.” Proceedings, Symposium of
Applied Hydrodynamics and Sediment Transport of Tidal Inlets, Woods Hole, MA, Springer-Verlag. 
Byrne, R.J., J.D. Boone, A.Y. Kuo, N.J. Shi, D.L. Wright, and L.L. Weishar. 1987. “Coastal Processes at
Tidal Inlets, A Review of the State-of-the-Art.” Technical Report, CERC-87- (OCE final pub
approval), U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. 
Schmaltz, R.A., L.L. Weishar, and M.L. Fields. 1987. In Preparation. “A Characterization of Open Water
Disposal Sites For Sediment Transport Studies.” Miscellaneous Paper, U.S. Army Corps of
Engineers, Waterways Experiment Station, Vicksburg, MS. 
Weishar, L.L. and M.L. Fields. 1985. “Annotated Bibliography on Sediment Transport Occurring over Ebb-
Tidal Deltas.” Miscellaneous Paper, CERC-85-11, U.S. Army Corps of Engineers, Waterways
Experiment Station, Vicksburg, MS. 
Weishar, L.L. 1984. “Tidal and Wave Induced Current Observations on the Virginia Inner-Shelf Region.”
Proceedings, 11th Annual Shelf and Shore Workshop, Norfolk, VA. 
Wood, W.L. and L.L. Weishar. 1984. “Beach Response to Long Period Lake-Level Variation.” Proceedings,
19th International Conference on Coastal Engineering, Houston, TX.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Everts, C.H. and L.L. Weishar. 1984. “Predictions of Wind-Induced Currents Near the Coast.”
Proceedings, 19th International Conference on Coastal Engineering, Houston, TX. 
Weishar, L.L. and M.J. Briggs. 1984. “Prototype Data Acquisition Program for a Proposed Dredged Material
Offshore Bar, Virginia Beach, Virginia.” Technical Report CERC-84- (NOA final review), U.S.
Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. 
Dewall, A.E., J.A. Tarnowski, B. Danielson, and L.L. Weishar. 1984. “Inlet Processes at Eel Pond,
Falmouth, Massachusetts.” Miscellaneous Paper, CERC-84-9, U.S. Army Corps of Engineers,
Waterways Experiment Station, Vicksburg, MS. 
Ferland, M. and L.L. Weishar. 1984. “Interpretative Analysis of Surficial Sediments as an Aid in Transport
Studies of Dredged Material, Cape Canaveral, Florida.” Miscellaneous Paper CERC-84-3, U.S. Army
Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. 
Weishar, L.L. and W.L. Wood. 1983. “An Evaluation of Offshore and Beach Processes on a Tideless
Coast.” J. of Sed. Pet., Vol. 53, No. 3. 
Wood, W.L. and L.L. Weishar. 1982. “Influence of Lake Level Variation and Storm Waves on Stability.”
Proceedings, 3rd Workshop on Great Lake Coastal Erosion and Sedimentation, Burlington, Ontario,
CANADA. 
Wood, W.L. and L.L. Weishar. 1982. “Influence of Seasonal Wind Variation on Coastal Stability in the
Great Lakes.” (abs), Transactions, American Geophysical Union, EOS, Vol. 63, No. 3. 
Weishar, L.L. 1982. “A Statistical Study of Process-Response Systems on a Tideless Coast.” Dissertation
presented to the Department of Geosciences, Purdue University, in partial fulfillment of the
requirements for the degree of Doctor of Philosophy. 
Weishar, L.L. and W.L. Wood. 1982. “Impact of Long-term Water Level Fluctuations on Beach and
Nearshore Changes in the Great Lakes.” (abs), Transactions, American Geophysical Union, EOS,
Vol. 63, No. 3. 
Wood, W.L., S.E. Davis, and L.L. Weishar. 1981. “Indiana Dunes National Lakeshore Monitoring
Program.” Interim Report No. 2, U.S. Army Engineer District, Chicago, IL. 
Davis, S.E., W.L. Wood, and L.L. Weishar. 1981. “Shoreline Situation Report, Laport County, Indiana.”
Special Report To State Planning Services Agency, Coastal Zone Management Program. 
Wood, W.L., L.L. Weishar, and S. Davis. 1979. “Storm Impact Changes in Beach and Nearshore
Topography.” Proceedings, Second Conference on Scientific Research in the National Parks, San
Francisco, CA. 
Weishar, L.L. and W.L. Wood. 1979. “Systematic Changes in Beach and Nearshore Topography.”
Proceedings, Second Conference on Scientific Research in the National Parks, San Francisco, CA. 
Wood, W.L., S.E. Davis, L.L. Weishar, and C.E. Price. 1979. “Indiana Dunes National Lakeshore
Monitoring Program.” Technical Report No. 9, U.S. Army Engineer District, Chicago, IL.

lweishar@whgrp.com Lee L. Weishar, Ph.D.
508.495.6221 Senior Scientist/Coastal Engineer
www. whgrp .com 
Publications and Presentations (continued) 
Wood, W.L., S.E. Davis, L.L. Weishar, and C. Price. 1979. “Indiana Dunes National Lakeshore Monitoring
Program.” Technical Report No. 10, U.S. Army Engineer District, Chicago, IL. 
Wood, W.L., S.E. Davis, and L.L. Weishar. 1979. “Potential Influence of Marquette Park Small Boat Harbor
on Nearshore Hydromechanics and Sediment Transport.” Technical Paper No. 11, Great Lakes
Coastal Research Laboratory. 
Weishar, L.L. and R.J. Byrne. 1978. “A Field Study of Breaking Wave Characteristics.” Proceedings, 16th
International Conference on Coastal Engineering. 
Wood, W.L., K.R. Magnus, P.A. Thacker, and L.L. Weishar. 1978. “Indiana Dunes National Lakeshore
Monitoring Program.” Technical Report Journal No. 5, U.S. Army Engineer District, Chicago, IL. 
Wood, W.L., K.R. Magnus, P.A. Thacker, and L.L. Weishar. 1978. “Indiana Dunes National Lakeshore
Monitoring Program.” Technical Report No. 5, U.S. Army Engineer District, Chicago, IL. 
Wood, W.L., C.E. Price, and L.L. Weishar. 1978. “Indiana Dunes National Lakeshore Monitoring
Program.” Technical Report No. 6, U.S. Army Engineer District, Chicago, IL. 
Wood, W.L., L.L. Weishar, and C.E. Price. 1978. “Indiana Dunes National Lakeshore Monitoring
Program.” Technical Report No. 7, U.S. Army Engineer District, Chicago, IL. 
Wood, W.L., S.E. Davis, L.L. Weishar, and C.E. Price. 1978. “Indiana Dunes National Monitoring
Program.” Technical Report No. 8, U.S. Army Engineer District, Chicago, IL. 
Weishar, L.L. 1978. “An Examination of Shoaling Wave Parameters.” Thesis presented to the Department
of Geological Oceanography, Virginia Institute of Marine Science, in partial fulfillment of the
requirements for the degree of Master of Arts, VA.

Woods Hole Group
PROFESSIONAL PROFILE 
KIRK F. BOSMA, M.C.E., B.S., P.E. 
Team Leader/Coastal Engineer 
Professional Affliations 
Member, Association of Coastal Engineers (ACE)
Member, Coasts, Oceans, Ports, and Rivers Institute (COPRI)
Associate Member, American Society of Civil Engineers
(ASCE) 
Fields of Expertise 
Managing projects and developing engineered solutions related
to coastal structure design, beach nourishment, beach
management, inlet stabilization, water quality, environmental
permitting, impacts of offshore dredging, marsh restoration, and
wave, tide, and current data collection. Coordinating field data
collection and numerical modeling projects. Numerical
modeling and analyses of sediment transport, nearshore spectral
wave transformation, particle transport, bathymetric evolution,
two-and three-dimensional hydrodynamic processes, water
quality, and mixing processes. Extensive experience utilizing
software packages and programming languages to present,
analyze, and solve engineering and scientific problems.
Experienced in coastal engineering design and planning, coastal
restoration, beach nourishment plans, wave, current, and
sediment transport modeling, evaluation of a variety of coastal
protection alternatives, beach nourishment design, marsh
restoration projects, borrow site impact assessment, and
implementation of a comprehensive data collection and wave
and sediment transport modeling programs. Providing expert
testimony for marine and coastal physical processes and
numerical modeling. 
Higher Education 
M.C.E., Civil Engineering-University of Delaware (1996)
B.S., Civil Engineering-Calvin College (1994) 
Professional Licensing 
P.E., Professional Engineer, Massachusetts License #45849 
Qualifications Summary 
 More than 19 years of diverse
professional experience in the
fields of coastal sciences and
engineering, specializing in
the areas of project
management, numerical
modeling, marsh restoration,
field collection programs,
sediment transport, and littoral
processes 
 Strong written and verbal
communication skills 
 Implemented technically
advanced data collection,
analysis, and numerical
modeling techniques to assess
marine, coastal and
oceanographic environments 
 Managed multi-disciplinary
coastal and marine projects
requiring team management,
scientific analysis,
environmental sensitivity,
diverse coordination, and
cost-effective solutions 
 Developed various
hydrodynamic and hydraulic
models for water quality
assessment, marsh restoration
projects, discharge and mixing
design, bridge scour, dredging
impacts, and contaminated
sediment fate and transport 
 Managed and/or performed
environmental impact studies
for water resource projects,
SUPERFUND sites,
concentrate discharges into
rivers and estuaries, and
marine and coastal projects 
 Numerical model experience
with FVCOM, REF/DIF S,
SWAN, STWAVE,
BOUSS2D, GENESIS,
RMA-Series of models, CMS-
Flow/Wave, MIKE 21, EFDC,
CGWAVE, SED-2D, ACES,
CORMIX, SSTM, WAVAD,
ADCIRC and EDUNE

Wood Hole Group
KIRK F. BOSMA 
Revised: 01/14 2 
Employment History 
2001-Present Coastal Engineer/Team Leader, Woods Hole Group
1997-2001 Coastal Engineer, Woods Hole Group
1994-1996 University of Delaware (Teaching and Research Assistant)
1992-1994 McNamee, Porter and Seeley, Inc. 
Key Projects 
MassDOT – FHWA Pilot Project for Climate Change and Extreme Weather Vulnerability
Assessments and Adaptation Options of the Central Artery, Massachusetts Department of
Transportation – Project Manager/Coastal Engineer and Modeler 
Was a key project member on a technically advanced, leading-edge pilot project for the Federal
Highway Administration evaluating the vulnerability to sea level rise and extreme weather
events for the Central Artery in Boston, MA. The project combines a vulnerability assessment
by conducting a new systems-level assessment and evaluated adaptation options to reduce risk to
specific assets. The project also is geared towards integrating climate change vulnerability into
MassDOT and FHWA overall practices. A highly resolved, numerical processes model was
developed to assess the combined impact of sea level rise, storm events (tropical and extra-
tropical), winds, tides, and waves. Results from the model were used to assess risk for various
assets throughout the City of Boston, and subsequently investigate adaption options to reduce the
identified vulnerabilities and to establish an emergency response plan for tunnel protection
and/or shutdown. The investigation also included a cost benefit analysis, which helped
MassDOT select the most efficient method of protecting valuable existing assets against today’s
weather events and future climate impacts. Climate scenarios and combined storm surge and sea
level rise were developed for current day, as well as 2070 and 2100. 
Coastal Climate Change Adaption and Engineering Alternatives East Boston,
Massachusetts, The Boston Harbor Association – Project Manager/Coastal Engineer 
Developed a range of engineering adaptation alternatives in response to potential sea level rise
scenarios. The alternatives ranged from management approaches (e.g., evacuation, flood-
proofing of structures, etc.), to soft-engineering options (e.g., beach nourishment, creation of
wetlands, etc.). For each location, conceptual designs and associated cost estimates were
developed and compared to the potential cost incurred by flooding and storm damages to the
location without protective measures over a given time horizon. 
Saco River and Camp Ellis Beach Section 111 Project, Saco, ME, U.S. Army Corps of
Engineers – Project Manager/Coastal Engineer 
Managed, coordinated, and conducted a comprehensive field data collection and numerical
modeling scope of work for the Saco River and Saco Bay region. The field data collection effort
consisted of a 2.5 month wave, current, and tidal observation deployment using two strategically
located wave Acoustic Depth Current Profiler (ADCP) systems, a high resolution near shore
bathymetric survey, and a ADCP current survey of the river hydrodynamics. The coastal
monitoring data set is being utilized to calibrate and verify a series of state-of-the-art wave
models ranging from generation scale (Atlantic Ocean), through transformation scale (regional),
down to the local and near field scales. The advanced modeling effort includes spectrally based
wind-generation (WAVAD), transformation (STWAVE and CGWAVE), and Boussinesq (MIKE
21BW) wave models. Model output is being used in sediment transport modeling on both a
regional and local scale. The calibrated models are being used to assess a wide range of shore

Wood Hole Group
KIRK F. BOSMA 
Revised: 01/14 3 
Key Projects (continued) 
protection alternatives aimed at mitigating the erosion caused by federally maintained coastal
structures. The project involves a high level of coordination between regulatory agencies, the
federal government, State of Maine senators, US army Corps of Engineers, Town officials, and
the local community. 
Town of Palm Beach Technical Review of Proposed Coastal Management Program, Palm
Beach, Florida - Coastal Engineer 
Provided technical review of the proposed coastal management program assembled by the Town
of Palm Beach. The primary purpose of the project was to provide Town Council objective
technical recommendations regarding next steps for the Town’s coastal program and specific
projects. The scope of work focused on a truly unbiased analysis of the plan with a focus on the
feasibility of potential recommendations while providing guidance on prioritizing funding for the
recommended coastal projects. Relevant materials were reviewed, stakeholders were consulted,
and supplemental technical analyses were performed to help assess the cost effectiveness of
various recommendations. Throughout the review, considerations were given for both island
wide approaches (e.g., inlet management, regional coastal processes, beach nourishment
performance, sediment sources, coastal structures, hardbottom resources, dunes, and sea level
rise planning), as well as project specific approaches. The technical evaluation also included
preliminary engineering calculations of life cycle project performance for the various coastal
projects within the Town. Ultimately, prioritized and phased recommendations were provided to
the Town for consideration and that were intended to assist the Town in both the long- and
shore-term planning of coastal management. 
Hydrodynamic Characterization And Sediment Transport Potential at The Former
Callahan Mine Property, Brooksville, ME, Maine Department of Transportation – Project
Manager/Coastal Engineer 
Managed and conducted a field data collection program, developed a numerical hydrodynamic
model, and performed a sediment transport evaluation for a Superfund Site in Brooksville, ME.
Goose Pond Estuary is a site of environmental concern and is classified as a Superfund site on
the National Priorities List by the Environmental Protection Agency (EPA). The site is the
former location of a zinc/copper open-pit mine where mining operations were conducted
adjacent to and beneath the tidal estuary. When mining operations ceased, the property was
flooded and it is now hydraulically influenced by the tides of Penobscot Bay, as well as a small
upland stream. Phase I included the collection of field hydrodynamic data to help provide
insight into the overall circulation within Goose Pond, and the exchange with Goose Cove and
Penobscot Bay. Phase I also provided a basis for understanding potential transport processes
between Goose Pond, Goose Cove, and Penobscot Bay. The field data collection program was
also designed to provide input and calibration data for the subsequent numerical modeling tasks.
Utilizing the data collected, a 3-D hydrodynamic model was implemented, calibrated, and
verified to characterize the circulation within the Goose Pond Estuary system. The model was
used to simulate a range of conditions, including spring and neap tidal conditions, high and low
freshwater inflow conditions, as well as storm surge events within Goose Pond. Hydrodynamic
model results were used to evaluate overall circulation patterns within Goose Pond under a range
of environmental conditions in order to identify the water and volumetric exchange between
Goose Pond and Penobscot Bay. Finally, a sediment transport model was developed to

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Key Projects (continued) 
determine the fate and transport of contaminated material within the estuarine system and
Penobscot Bay. 
Coastal Climate Change Adaptation and Engineering Alternatives, Groton, Connecticut –
Project Manager/Coastal Engineer 
Worked with Battelle Ocean Sciences and the University of Southern Maine on assessing the
impacts of Climate Change on coastal communities of Groton, Connecticut. Specifically, the
regions of Groton Long Point and the infrastructure surrounding the Mystic River were
evaluated. The evaluation included the impacts of sea level rise and storm events on potential
flooding. For each location, conceptual designs of engineering adaptation alternatives were
developed. The alternatives ranged from management approaches (e.g., evacuation, flood-
proofing of structures, etc.), to soft-engineering options (e.g., beach nourishment, creation of
wetlands, etc.), to more significant hard engineering structures (e.g., modular seawalls,
revetments, tide gates, hurricane barriers, etc.). The community recommended alternatives for
which cost estimates were determined. Engineering adaptations and costs estimates were
provided for high and low rates of projected sea level rise, coupled with various return period
storm events (10-, 20-, 50-, and 100-year) projected to the year 2070. 
Coastal Climate Change Adaptation and Engineering Alternatives East Boston,
Massachusetts - – Project Manager/Coastal Engineer 
Developed a range of engineering adaptation alternatives in response to potential sea level rise
scenarios. The alternatives ranged from management approaches (e.g., evacuation, flood-
proofing of structures, etc.), to soft-engineering options (e.g., beach nourishment, creation of
wetlands, etc.), to more significant hard engineering structures (e.g., modular seawalls,
revetments, etc.). For each location, conceptual designs and associated cost estimates were
developed and compared to the potential cost incurred by flooding and storm damages to the
location without protective measures over a given time horizon. 
Nantasket Beach Seawall Repair and Reservation Master Plan Services, Hull, MA,
Massachusetts DCR - Project Manager/Coastal Engineer 
Led a project ream to assess the Nantasket Beach Reservation Property. The Reservation has
been used as a recreational beach by Greater Boston residents since the 1800s and is currently
owned and operated by the Massachusetts Department of Conservation and Recreation (DCR).
Nantasket Beach serves as a valuable resource from both a commercial and recreational
standpoint. The beach and the associated waterfront amenities serve as the defining feature for
the Town of Hull and represent a significant draw for visitors and summer residents. Nantasket
Beach has experienced ongoing erosion over the past 150 years, especially the public beach at
the southern end of the system. Woods Hole Group conducted a detailed coastal processes study
focused on determining potential alternatives to address the ongoing coastal erosion. The barrier
beach system was simulated using state-of-the-art wave and sediment transport models to
understand existing conditions, and assess potential alternatives. The project evaluated the
performance of the existing seawall, as well as determined potential structural alternatives to
enhance the beach and improve beach nourishment performance. The performance and lifetime
of the beach nourishment were assessed in order to provide guidance on potential long-term
solutions and future nourishment requirements.

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Key Projects (continued) 
Herring River Estuary Restoration Project, Wellfleet, MA, Town of Wellfleet – Project
Manager 
Currently managing a project to restore the Herring River Estuary System, which represents a
significant floodplain (the largest estuary on outer Cape Cod). The restoration is geared towards
developing a plan to restore up to 1,000 acres of wetland area. Coordinating and developing a
complex hydrodynamic numerical model that will address numerous concerns associated with
re-establishing increased tidal exchange, as well as provide the necessary information to design
an appropriate system of dikes, culverts, and road crossings. The modeling program involves
evaluation and selection of the best model for application to the Herring River Estuary, model
set-up, calibration, and verification, and simulation of a range of alternatives and physical
conditions. The complex numerical modeling simulates both the hydraulics of the system and
the salinity distribution throughout the estuary. The model results are used to design new
engineering openings and water control structures. 
Mixing Zone Evaluation, Whiting, IN, BP Products North America - Project Manager 
Performed a third party peer review of an existing mixing zone submittal, including engineering
design, confirmation of the mixing zone analysis (with specific evaluation of the implementation
of the modeling), determination of the physical processes, and assessment of the diffuser design.
The evaluation also included site-specific ambient water current measurements at the proposed
discharge location to more accurately characterize the receiving waters. The water current
observations were then used to develop more representative conditions and appropriate scenarios
for modeling the dispersion and mixing zone. The distribution of water current observations and
the percent occurrence of each mixing ratio were used to develop a probability density function
of the dispersion ratios and provide design guidance/recommendations for diffuser orientation,
design, and layout. 
Ballard Street Salt Marsh Restoration Project, Saugus, MA, Division of Ecological
Restoration – Project Manager 
Managed a restoration and engineering assessment of the Ballard Street Salt Marsh system in
Saugus, Massachusetts. The project evaluated the level of restoration potential in the Ballard
Street marsh system through the observation of site-specific tide data, simulation of all the
existing flow control structures in the system, verification of the proposed flow control structure
design and necessary flood storage needs, and assessment of a number of approaches for
modifying the hydraulic structures (as needed) in order to arrive at a conceptual design that
meets the overarching goals of the project. A numerical model of the hydrodynamics and
salinity throughout the system was developed and calibrated to measured field data. Model
simulation were developed for normal tidal conditions, storm conditions (both rainfall and
coastal storm surge), and sea level rise scenarios. Calibrated model results were subsequently
used to evaluate proposed design conditions, including previous recommendations by scientific
evaluations, as well as other potential design scenarios. Alternatives included: assessment of
potential flow control structures that limited the amount of water directed to the northwest
branch of the system (which is more densely populated and experience historic flooding issues),
while allowing full tidal exchange to the southeast branch of the system, evaluation of potential
flood storage increases through excavation of marsh plain area, and reconfiguration of the
various culverts throughout the system.

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Key Projects (continued) 
Engineering Services and Environmental Impact Evaluation – Hammonasset State Park,
Madison, CT, Connecticut DEP - Project Manager/Coastal Engineer 
Managed and performed an engineering assessment and environmental impact study/report for
Hammonasset Beach in Madison, Connecticut. Hammonasset Beach State Park contains
Connecticut’s largest public swimming beach and campground and is one of the region’s most
valued recreational and natural resources. During the winter of 2004-2005, severe storms
resulted in the loss of a ¼-mile section of the beach on the western end of the park and
significant damage to the boardwalk. Despite ongoing stop-gap measures to address the erosion
problem, the beach continues to experience significant erosion and the boardwalk and beach
remain at risk. Consequently, the Connecticut Department of Environmental Protection (DEP)
was concerned about the viability of the western portion of the beach and park for recreational
use and was seeking to identify the most cost-effective and long-term course of action to remedy
this urgent situation. Therefore, an Environmental Assessment and Impact Evaluation was
conducted to study the shoreline erosion problem, identify and evaluate the feasibility of
alternative solutions, evaluate the potential impacts on Hammonasset Beach and the surrounding
environment, and make recommendations as to the preferred solution. The proposed project
consists of three distinct, but related elements: (1) Compilation and review of existing data and
studies, as well as collection of new baseline topographic, bathymetric, sediment, and wave data;
(2) an engineering feasibility study to identify and analyze beach management alternatives; and
(3) an Environmental Impact Evaluation (EIE) pursuant to the Connecticut Environmental Policy
Act (CEPA) to further analyze alternatives, identify potential adverse impacts and any necessary
mitigation, and ultimately to support the selection of a recommended course of action. 
Reverse Osmosis Concentrate Dilution Analysis and Ambient Water Characterization,
Melbourne, FL, Reiss Environmental, Inc. - Project Manager and Coastal Engineer 
Led a team of engineers and scientists in an evaluation of an existing Reverse Osmosis (RO)
discharge. The scope of work included the collection of field data and application of a model to
characterize the dilution of the existing RO discharge. The purpose of the evaluation was to
assess whether a mixing zone could be permitted within the existing water quality regulations at
the State and Federal level. Observations included bathymetry, a full suite of water quality
constituents, and long-term, tide, current, and salinity observations. These data were used to
develop a mixing zone model for constituents of concern. 
Hydraulic Analysis of Flow Control Structures for Wetlands Restoration, Town Creek,
Salisbury, MA - Project Manager and Coastal Engineer 
Assessed and designed a modification to an existing embankment that served to restore marsh
habitat and more efficiently alleviate flooding concerns in Salisbuty, MA. Approximately 350
acres of tidal and formerly-tidal wetlands existed upstream of an abandoned railroad
embankment. Tidal exchange was prevented from entering/exiting the marsh by a wooden flap
gate on the downstream side of the railroad culvert. Hired by the MCZM Wetlands Restoration
Program and US Fish and Wildlife, a hydraulic study and model of the Town Creek system was
completed to assess potential restoration options. The hydraulic study evaluated a range of
potential alternatives. The preferred culvert and tide control alternative: 1) increased the
capacity of the marsh to drain during flood events; 2) provided the Town with a greater ability to
preserve flood storage capacity by closing off the system prior to predicted storm events; and 3)

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Key Projects (continued) 
provided the means for small, incremental increases in tidal range over an extended time period
as part of a well-monitored, risk-adverse, adaptive management approach to tidal restoration. 
Hydrodynamic Analysis and Engineering Design for the Restoration of the Bride Brook
Estuary, Rocky Neck State Park, East Lyme, CT, Connecticut Fund for the Environment -
Coastal Engineer 
Evaluated and designed a restoration project for the Bride Brook Estuary system in East Lyme
Connecticut. The project investigated the hydrodynamic characteristics of the Bride Brook
estuarine system and evaluated potential alternatives to restore more natural conditions to a
system that has been structured since the early 20 th century. ). Historically, Bride Brook was one
of the largest anadromous fish runs the state of Connecticut. However, since the construction of
twin elliptical culverts at the mouth of the estuary in 1934, alewife numbers declined. This
decrease has been attributed to the reduced tidal flow and water column light caused by the 200-
foot long structure, which obscures the fish passage upstream. Therefore, the primary objective
of this project was to determine an engineered alternative to the existing structure that could
effectively restore the tidal regime and fish passage of the Bride Brook estuary. This project is
composed of three separate tasks: 1) Data Observations, 2) Analysis and Conceptual Design, and
3) Final Design and Engineering. The design to restore the system removed the existing,
undersized twin culverts and replaced them with an open channel and box culvert through the
dune system. The design was successfully constructed and opened in the spring of 2010. 
Peer Review of the Florida Bay Hydrodynamic and Salinity Model, Florida, South Florida
Water Management District – Coastal Engineer 
Served as an expert peer reviewer of the hydrodynamic modeling effort for the Florida Bay and
Florida Keys Feasibility Study. The model is required to simulate circulation, salinity
stratification and distribution, and water quality behavior in the Florida Bay and Reef Tract
utilizing a standardized set of field data. Offered expert opinions based on knowledge, expertise,
and practical experience in conducting, analyzing, and applying similar hydrodynamic modeling
strategies. The peer review included assessment of the grid methods and optimization techniques
to determine spatial density, scale, and distribution, the adequacy of calibration and verification,
and the quality and extent of the input data and model parameters. 
Analysis of Shoreline Change for Western Beach, Scarborough, ME, U.S. Army Corps of
Engineers - Project Manager 
Led the project that used a computer-based shoreline mapping methodology, within a
Geographic Information System (GIS) framework, was used to compile and analyze changes in
historical shoreline position between 1864 and 2003 for Western Beach, Saco Bay, Maine. The
purpose of this task was to quantify changes in shoreline position for three (3) specific periods,
(1864-1944, 1962-1977, and 1986-2003) using the most accurate data sources and compilation
procedures available, and to characterize areas of erosion and accretion. This project’s overall
goal was to evaluate changes in the coastline of Western Beach due to significant modifications
to the Scarborough River Inlet and entrance region. In addition to evaluating the shoreline
change data, a projected shoreline was produced using the shoreline movement rates of the pre-
1962 or pre-Scarborough River jetty construction time from 1864-1944. Using the rates prior to
project construction, a projected shoreline position was estimated assuming no project had taken
place and the rates continued to exist over the entire 139-year time span. The results indicated
had the shoreline continued to erode at the same rates as seen from 1864-1944, the shoreline

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Key Projects (continued) 
would have retreated significantly on either end of Western each, while experiencing a slight
advance in the center. 
Beach Nourishment and Inlet Stabilization at Sandwich Town Beaches and Dredging the
East End of the Cape Cod Canal, Sandwich, MA, Town of Sandwich - Project
Manager/Coastal Engineer 
Managed and performed comprehensive beach management plan for all Town of Sandwich
beaches, including evaluation of the physical processes governing sediment transport,
alternatives analysis for shore protection measures and inlet stabilization, and appropriate beach
maintenance and usage. The project consisted of numerical modeling of alternatives and final
design for establishing a long-term beach/dune restoration plan, as well as relocation and design
of a jettied tidal inlet. Required excellent communication and close coordination with numerous
agencies, local officials, sub-contractors, and multiple clients. The regulatory process is
currently underway. 
Waquoit Bay Yacht Club Revetment Repair, Waquoit, MA, Waquoit Bay Yacht Club -
Project Manager and Coastal Engineer 
Assessed and designed a repair to an existing revetment protecting the Waquoit Bay Yacht Club.
Significant gaps in the toe of the structure had developed allowing for removal of the finer grain
sediments from the core. In this region of revetment, which is most critical, there is significant
washout of the backfill of the revetment. At Waquoit Bay Yacht Club, continued cavity
formation and subsequent collapse of the existing revetment would present an immediate threat
to the structural stability of the clubhouse. A wide range of alternatives were assessed and the
preferred alternative was selected and designed that consisted of the installation of filter fabric
behind the existing structure, the addition of a bedding and drainage stone layer behind the
structure, the addition of a stormwater runoff trench at the crest of the existing structure, the
addition of clean backfill material behind the structure as needed, and addition of compatible
beach material in front of the structure planted with marsh species and encouraged to develop
into salt marsh. Also provided construction oversight and permit compliance inspections. 
Nonquitt Salt Marsh Restoration, South Dartmouth, MA, EA Engineering – Project
Manager 
Managed and performed a numerical circulation model directed at the restoration of the Nonquitt
Salt marsh system. The project consisted of implementation of a field data collection program,
development and calibration of a numerical circulation model (RMA-2), and the application of
the calibrated model to determine the potential impact of design changes aimed at improving
circulation. Working with the National Oceanic and Atmospheric Administration, and the U.S.
Fish and Wildlife Service, the purpose of the study is to assess the effects of anthropogenic
effects on the marsh ecosystem. 
Numerical Modeling of Storm Surge Induced Hydrodynamics and Pollutant Transport,
New Bedford, MA, Confidential Client - Project Manager/Coastal Engineer 
Simulated the hydrodynamics and resulting pollutant transport due to the effects of a historical
hurricane in the New Bedford Harbor Region, including the immense flooding of the upland due
to the accompanying storm surge, and the release and transport of chemicals from a confidential
entity. Through numerical modeling of this complex phenomena, hydrodynamic results, coupled
with pollutant input data, pollutant mass rate, duration of release, and time of release, pollutants

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Key Projects (continued) 
were released from a single specific area to quantify the transport pathways and concentrations
due to the storm surge caused by the hurricane. This project also requires expert testimony and
technical analysis of wave energy, breaking, set-up, diffusivity, and mixing. 
Thermal Modeling Analysis for Proposed Cooling Plant on Lake Waban, Wellesley
College, Wellesley, MA, Vanasse Hangen Brustlin, Inc. - Project Manager 
Performed thermal and analytical modeling of design alternatives for a proposed cooling water
discharge plant on Lake Waban in Wellesley, MA. Two methods of analysis (analytical and
computer model) were used to determine the mixing of temperature concentration, and the ability
of the Lake to receive the discharged waters under peak demand (representing a worst-case
scenario under August conditions). The purpose of this analysis was to simulate the mixing and
dilution of the discharge waters with the ambient water of Lake Waban under worst-case
conditions, discuss the results of the modeling effort, and provide recommendations related to
potential design modifications. 
Characterization Study of Delaware River Detritus, Hancock’s Bridge, N.J., PSE&G, -
Project Manager 
Conducted an assessment of the ability of hydroacoustic technology to detect detrital material
throughout the water column. Never utilized for this specific application, use of the innovative
technology saved the client from other costly alternatives. Phase I of the study consisted of
controlled laboratory testing in an enclosed basin and was performed with samples taken from
the Delaware Bay Estuary. The results indicated that hydroacoustic technology could be utilized
for identifying detritus within the Delaware Bay Estuary. Phase II of the study consisted of
implementation of the hydroacoustic technology in the Delaware Bay Estuary. Field sampling
also included Acoustic Doppler Current Profiler (ADCP) measurements, net captures,
Conductivity Temperature Depth (CTD) casts, and Optical Backscatter Sensor (OBS) profiles.
Responsible for project management, analysis and interpretation of the acoustic return signals,
and reporting. Biomass estimates were determined from the measured currents and captured
detrital material and compared to the integrated hydroacoustic signal. Future phases consist of
detailed field measurements, 3-dimensional detrital transport modeling, and evaluation of
mitigation oriented engineered solutions and management strategies. 
3 Related Studies:
a) Environmental Studies Relative to Potential Sand Mining on the Continental Shelf for
Beach Replenishment, Offshore Alabama, Alabama, U.S. Mineral Management Service.
b) Environmental Survey of Potential Sand Resource Sites: Offshore New Jersey, NJ, U.S.
Mineral Management Service.
c) Collection of Environmental Data within Sand Resource Areas Offshore North Carolina
and the Environmental Implications of Sand Removal for Coastal and Beach Restoration,
North Carolina, U.S. Mineral Management Service - Coastal Engineer/Numerical Modeler 
The following is a description of projects a, b, and c:
Key member of a vast multi-disciplinary team conducting large-scale studies to address
environmental issues raised by the potential dredging of sand from the inner continental shelf
offshore New Jersey, Alabama, and North Carolina. Quantified the potential modifications to
waves that cross within identified borrow areas due to offshore dredging. Determined the
impacts of offshore dredging and subsequent beach nourishment on local and regional sediment

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Key Projects (continued) 
transport patterns, coastal and nearshore sedimentary environments, and local shoreline
processes. Performed state-of-the-art spectral wave modeling for assessing modifications to the
wave field and input into nearshore circulation and offshore and nearshore sediment transport
models. The results of the ongoing studies will enable Minerals Management Service to monitor
Key Projects (continued) and assess the potential impacts of offshore dredging activities and to
identify ways in which dredging operations can be conducted to minimize or preclude long-term
adverse impacts to the environment. 
Observations of Ocean Wave, Tide, and Current Processes Offshore of Little Bay,
Montserrat, Montserrat, U.K., Mouchel Consulting, Ltd. - Project Manager/Coastal
Engineer/Field Data Collection 
Installation and monitoring of a real-time data acquisition system connected via a cable link to
the shoreline in Little Bay, Island of Montserrat. Ocean wave, tide, and current data were
collected and analyzed. Responsible for QA/QC of collected data. Observations from the one-
year deployment will be utilized to develop and design a new harbor on the Island. 
San Francisco Airport Expansion Project, San Francisco, CA, URS Corp. - Coastal
Engineer 
Served as a Team Engineer working on the preparation of an Environmental Impact
Report/Environmental Statement (EIR/EIS) for the San Francisco Airport Expansion Project.
WHG has deployed a suite of Sediment Transport Monitoring Systems (STMS) to collect
seasonal current, wave, and suspended sediment concentration measurements in each of the
Bay’s characteristic environments. Responsible for analysis and interpretation of hydrodynamic
and sediment dynamic measurements, estimation of sediment flux, modeling of sediment
transport, and report generation. 
Physical Sampling and Sediment Transport Analysis at Weymouth Neck, Weymouth, MA,
Massachusetts DEP - Project Manager/Coastal Engineer 
In this region, concerns have been raised that the metals (arsenic, copper, lead, and zinc) found in
upland areas may have migrated into the sub-tidal area surrounding the peninsula. As a
precursor to the chemical sampling, developed an analytical sediment transport model that was
geared towards assisting in defining appropriate areas to perform sub-tidal chemical sampling.
The model required a field investigation in order to determine the physical characteristics of the
sub-tidal sediment within the Weymouth Neck region (including Upper Neck Cove, Lower Neck
Cove, and Weymouth Back River), as well as generation of local physical processes (winds,
waves, tides, and currents) in the vicinity of Weymouth Neck Peninsula. The analytical model
was used to identify areas of erosion and deposition in the sub-tidal regions surrounding the
peninsula. The results of the model are used as a tool to assess, justify, and bound the chemical
sampling locations around the peninsula. 
Evaluation of the Great Creek Outlet Structure, Milford, CT., Fuss & O’Neill, Inc. -
Project Manager/Coastal Engineer 
In an ongoing project, provided coastal processes analysis, analytical modeling, outlet structure
assessment, and design support services for evaluating the impact of an outlet structure on
downdrift erosion. Engineering alternatives are being evaluated through sediment transport
analytical modeling to determine potential mitigation measures. Wave transformation modeling
and sediment transport modeling are focused to assess the parameters of the outlet structure (e.g.,

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Key Projects (continued) 
height, length, culvert depth, etc.) and provide design guidance for corrective action and
potential nourishment. 
Hydrodynamic Modeling and Sediment Transport Analysis During Temporary Tunnel
Storage in Fort Point Channel, Boston, MA, Gannett Fleming, Inc. - Coastal
Engineer/Project Manager 
Conducted a hydrodynamic and sediment transport modeling study of Fort Point Channel, MA to
determine the impact caused by temporary storage of floating tunnel sections on existing
conditions and industrial water usage. Completed technical report presenting the hydrodynamic
and potential sediment transport results, which was utilized to assist in engineering methodology
and design. 
Analysis and Design of Revetment Structures at Hingham Shipyard, Hingham, MA, Sea
Chain, L.L.C. - Coastal Engineer 
Completed a fast-track study and design of revetment structures at Hingham Shipyard on
Weymouth Back River. The study focused on analyzing the relevant coastal processes, and
optimizing the design to gain the most upland area, while minimizing adverse impacts to the
nearby salt marsh and other nearshore wetland resource areas. Analysis for the design included
wave modeling, storm surge analysis, extremal analysis, wave reflection analysis, wave runup
and overtopping analysis, revetment design and stone sizing, and sediment transport analysis. 
Power Plant Effluent Mixing Zone, FL, Confidential Client - Coastal Engineer 
Project Engineer involved in the investigation of the discharge from a once-through cooling
system at a coastal power plant. The cooling water effluent at this station was found to have
seasonally low dissolved oxygen. Woods Hole Group’s investigation sought to identify the
source of the dissolved oxygen depression, investigate regulatory issues, and to examine
potential technologies for increasing effluent dissolved oxygen. Specifically, performed
numerical particle tracking simulations in order to identify water pathways to the intakes.
Additionally, a review of existing data and previous work was conducted. This revealed that the
seasonally low dissolved oxygen was a widespread phenomenon in ambient waters. Because the
station was not responsible for the overall dissolved oxygen depression, a mixing zone was
identified as a potential regulatory solution to any minor impacts from the discharge.
Engineering alternatives to raise the effluent’s oxygen content were also investigated. 
Particle Tracking Analysis and Improvements to the Near-Field Boundary Condition,
Hancock’s Bridge, NJ, Public Service Electric and Gas Company - Coastal Engineer 
Completed a numerically driven particle tracking study for the Delaware Bay and estuary system
to identify detrimental sources of detritus within the system. The particle tracking model,
utilized in concert with a validated hydrodynamic model, was utilized to statistically evaluate
near- and far-field impacts to a cooling water intake. Recommendations were provided to
improve management and recycling practices, as well as provide future steps for numerical
modeling of appropriate engineered solutions, which would result in safer and more cost-
effective operations. 
Ocean Currents Offshore Eastern Trinidad, Trinidad, Amoco Production Company -
Coastal Engineer 
Developed and performed in-depth data analysis of ocean conditions off the eastern coast of
Trinidad based on data collected during recent measurement programs in the area. Observations

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Key Projects (continued) 
were utilized to investigate coastal ocean processes active at the site and extrapolate the
observations to predict future extremal and operational conditions. Conducted a detailed
literature review, assessed the structure and variability of the observed currents, separated the
current into specific process components using advanced numerical analysis techniques,
formulated an extremal value analysis, and completed technical writing of a final report. Results
of the study provided recommendations for design criteria and operational procedures. 
Historical Shoreline Change Analysis: Western Town Line to Horton Point, Southold, NY,
Town of Southold - Coastal Engineer 
Conducted an assessment of the history of storm activity in Long Island Sound. Wind and tide
records were analyzed and Generalized Extremal Value (GEV) calculations were completed to
determine the historical behavior and return periods of major storm events. Results of the
analysis were correlated to historical shoreline change and incorporated to determine the rate and
extent of erosion and accretion along the Southold coastline. 
Tidal Current Characteristics of St. Lucie Inlet, St. Lucie, FL, Coastal Technologies
Corporation - Coastal Engineer 
Performed data analysis of observations of tidal currents in the St. Lucie Inlet to map the
temporal variation in the spatial structure of flow through several Inlet cross-sections. These
high-resolution measurements of tidal current velocities were obtained using a vessel-mounted
Acoustic Doppler Current Profiler (ADCP) coupled with a GPS-based integrated navigation (IN)
system. Results of the surveys show current energy focused in the deeper southern and center
channels of the Inlet. The south channel was characterized as 'flood dominant', with stronger
flood currents than ebb currents, which tend to transport sediments into the Inlet interior. The
center channel was characterized as 'ebb dominant', with stronger ebb currents than flood
currents, tending to move sediments out of the Inlet to form an ebb tide shoal. The geometry of
the waterway, hard structures, and the alongshore coastal currents appeared to modify the spatial
structure of the tidal currents through the Inlet cross section. 
Coastal Flood Protection Structure Evaluation, Chatham, MA, Coastal Engineering, Inc. –
Coastal Engineer 
Completed an independent review of an existing coastal revetment in Chatham, MA to determine
structural integrity related to wave forces. The existing stone revetment structure was evaluated
to ensure that adequate design, construction, and maintenance have been undertaken to provide
reasonable assurance that the structure can provide durable protection during the 100-yr (base)
flood. The analysis included development of the physical parameters that represent the 100-yr
flooding event and then evaluated the structural design against the 100-yr flooding physical
parameters, including toe protection, backfill protection, pressure distribution and wave forces,
structural stability at the minimum and critical water levels, material adequacy, etc.

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Publications and Presentations 
25 
Other 
NOAA Planning for Sea Level Rise in the Northeast: Considerations for the Implementation of
Tidal Wetland Habitat Restoration Projects – Steering Committee Member.

eleduc@whgrp.com Elise Leduc
508.495.6234 Coastal Scientist
www. whgrp .com 
Education 
M.E.M., Coastal Environmental
Management - 2011 Duke
University
B.A., Biology – 2006 Williams
College 
Certificates of Training 
OSHA 40-Hour HAZWOPER
Wetland Delineator Certification 
Publications and
Presentation 
6 
Elise Leduc, M.E.M.
Coastal Scientist 
Expertise 
Coastal environmental management, wetland delineation and
restoration, shellfish and eelgrass surveys, coastal planning,
geospatial analysis, shoreline change analysis, environmental impact
analyses, ecological risk assessment, conservation prioritizations,
field and water quality sampling, Massachusetts environmental
regulations. 
Qualification Summary 
 Adept at spatial data acquisition and geospatial analysis using ESRI’s
ArcGIS to analyze and display data for coastal and marine projects. 
 Experience conducting shoreline change analyses. 
 Experience with wetland delineation, shellfish and eelgrass surveys, and
field data collection of sediments, water, and invertebrates for
environmental studies. 
 Experience with local, state, and federal permitting of coastal and
environmental projects. 
 Experience developing beach management plans, and coastal
management and conservation documents. 
 Strong written and verbal communication skills, and the ability to engage
diverse groups of stakeholders. 
 ESRI ArcGIS; ETGeowizards; MATLAB; Microsoft Office; Adobe
Photoshop and Illustrator 
Work Experience 
2012-Present Coastal Scientist, Woods Hole Group, Inc.
2011-2012 Watershed Management Fellow, Charles River Watershed
Association
2011 Coastal Conservation Planner, North Carolina Division of
Coastal Management
2010 Conservation GIS Analyst, Great Land Trust
2009-2010 Wetland Laboratory Technician, Duke University Wetland
Center
2006-2008 Rural Aquaculture Extension Agent, Peace Corps Zambia

eleduc@whgrp.com Elise Leduc
508.495.6234 Coastal Scientist
www. whgrp .com 
Key Projects 
Ninigret Pond Salt Marsh Restoration, Charlestown, RI, Coastal Scientist 
Conducted a wetland evaluation and provided restoration planning guidance for a large scale (~40 acre) salt
marsh restoration project using thin layer sediment deposition. Selected targeted restoration areas based on
level of existing vegetation degradation and elevation. Compiled and analyzed tidal, salinity, vegetation, soil
core, and elevation data to develop a restoration plan and target marsh platform elevations. Developed
adaptive management guidelines for moving forward with maintenance and monitoring of the project in the
future. 
Flood Mitigation and Ecological Resilience Project, Weymouth, MA, Coastal Scientist 
Conducted a site evaluation and wetland delineation of a salt marsh wetland, which is currently tidally
restricted due to an improperly sized and poorly maintained culvert. Performed vegetative community
assessments, an evaluation of hydrology, and a hydric soils assessment. Reconnaissance level assessments
were also conducted at two reference wetlands to identify opportunities for function improvement and
restoration design. Based on the wetland survey and evaluation of the site, the results of the hydrodynamic
modeling, and the information obtained from the two reference areas, a permit level restoration plan will be
developed. 
Evaluation and Restoration Plan for Whidah Road Salt Pond, Chatham, MA, Coastal Scientist 
Served as project manager for a salt pond evaluation to determine the best course of management for the
pond, which was experiencing frequent inlet closures. Conducted an elevation survey of the salt pond, salt
marsh, inlet, coastal beach and nearshore area, collected water quality measurements, and performed a
vegetation and habitat assessment for the pond and marsh. Combined an analysis of historical aerial photos
to determine the frequency of inlet closure, with an assessment of the hydraulics at the site to determine at
what tidal elevations and for how long during the daily tidal cycle water would flow between the pond and the
bay, to evaluate the need and the feasibility of opening the inlet. Prepared a summary report and graphics
detailing the findings of our study. 
Dredge Disposal Analysis, Chatham, MA, Coastal Scientist 
Developed selection criteria to choose areas that are best suited for disposal of dredge material. Calculated
fill capacity and designed potential nourishment templates for 14 potential disposal sites in Chatham, Harwich
and Orleans. Potential dredge disposal site rankings were based on physical logistics (i.e. location, volume,
equipment access, etc.), as well as each site’s potential benefits (i.e. erosion protection, habitat restoration,
coastal resiliency, etc.) and potential permitting and regulatory constraints (i.e. shellfish resources, presence of
salt marsh or eelgrass, etc.). Compiled final rankings, analyses, maps, and fill cross-sections into a final report
for the Town. 
Town of Sandwich Beach Management Plan, Coastal Scientist 
Conducted a review of historical documents, maps, and existing data for Sandwich public beaches. Reviewed,
mapped and described existing conditions and historical shoreline change through site visits and geospatial
analysis. Performed historical shoreline change analysis for Sandwich public beaches. Documented existing
activities being undertaken by the Town as on-going management of the public beaches. Identified and
proposed new management activities that could improve the recreational or conservation functions of the
public beaches. Compiled all existing management practices and new recommendations into a final Beach
Management Plan document. 
Comprehensive Plan for Docks, North Haven, NY, Coastal Scientist 
Conducted field reconnaissance to characterize existing docks, public access, shoreline aesthetics and
nearshore habitat. Wrote a Comprehensive Plan for Docks in North Haven, which highlighted existing dock
policies, detailed the potential dock impacts on public access, aesthetics, water quality, and nearshore habitat,
and documented the physical environment present along the coast of North Haven, including wave heights
and flood elevations during storm conditions. Provided a series of recommendations for the Village to

eleduc@whgrp.com Elise Leduc
508.495.6234 Coastal Scientist
www. whgrp .com 
Key Projects (continued) 
consider when approving new dock regulations. Attended a Village Meeting where the plan was presented to
the public, approved and adopted by the Village. 
Modeling the Effects of Sea Level Rise on Coastal Wetlands, MA, Coastal Scientist 
Worked for the Massachusetts Office of Coastal Zone Management to model the effects of sea level rise on
coastal wetlands statewide. Data inputs required by SLAMM, such as topographic data, mapped wetlands,
accretion and erosion rates, salinity, tide levels and ranges, percent imperviousness, and freshwater inputs,
were identified, compiled and processed in order to run the model. The North Shore’s Great Marsh was
chosen as a sub-site for pilot testing and sensitivity analysis due to the amount of data available for the
system. Final model simulations were be run for both the sub-site, as well as state-wide simulations involving
18 regionals panels, for three out-year scenarios and four projected sea level rise rates based on IPCC
predictions. These results will aid CZM in identifying areas along the Massachusetts coast where wetlands
can and cannot migrate and adapt to sea level rise, given current elevations and development. 
Shellfish Survey, Chatham, MA, Coastal Scientist 
Conducted a shellfish survey in Pleasant Bay consisting of 9 transects and 162 sampling stations, in response
to a proposed pier development. Utilized a 12-inch modified bullrake to collect samples. Identified and
recorded all live animals. Reported information on sediment type and grain size from each sample.
Summarized resulting data in tabular form and wrote a final summary report detailing findings from the
survey. 
Newtown Creek CERCLA Environmental Risk Assessment, New York City, NY, Coastal Scientist 
Review and comment on ecological risk documents, such as the RI/FS Work Plan, Screening Level
Ecological Risk Assessment (SLERA), Baseline Ecological Risk Assessment (BERA), Risk Analysis Plan
(RAP), etc. Conduct data synthesis and analysis, calculations and research to support CERCLA comments
and recommendations. Provide technical review and recommendations on toxicity tests, site selection,
benthic community analysis, weight-of-evidence method, and technical documents. Create presentations,
figures, maps and comments to submit to EPA on behalf of the City. 
Chilmark Pond Property Evaluation, Chilmark, MA, Coastal Scientist 
Served as project manager for a coastal property evaluation along the southern coast of Martha’s Vineyard.
Researched and investigated the historic and potential future shoreline changes, and how they might impact a
new house to be built on site. Conducted a site visit to evaluate the existing conditions at the site. Acquired
and georeferenced historical aerial photographs and charts from the 1800s to the present, and utilized these
to document the location of mean high water over time along 2 miles of the southern Martha’s Vineyard
coastline. Performed a shoreline change analysis using the digitized shorelines to compute a historical
shoreline change rate, and help inform projections of future shoreline change rates. Compiled data and wrote
a summary report of findings to provide guidance for future planning and construction on the property. 
Status and Resilience of the Westport Harbor Barrier Beach, Westport, MA, Coastal Scientist 
Compiled and georeferenced aerial photography and historical charts to perform a shoreline change analysis
for the Westport Harbor Barrier Beach system. Used the data generated through the shoreline change
analysis to projected future shoreline change with and without sea level rise. To incorporate sea level rise
into future estimates, LiDAR elevation data in conjunction with the predicted sea level rise scenarios in Global
Sea Level Rise Scenarios for the United States National Climate Assessment were used. Developed projections for 25,
50 and 100 years into the future.

eleduc@whgrp.com Elise Leduc
508.495.6234 Coastal Scientist
www. whgrp .com 
Key Projects (continued) 
Coastal Pond Management Plan, Chilmark, MA, Coastal Scientist 
Managed a project for a private client to develop a comprehensive pond management plan for a coastal salt
pond on Martha’s Vineyard. Conducted a site visit to evaluate existing conditions, investigate pond depth
and sediment type, and make observations about the stability of the nearby barrier beach. Performed a
shoreline change analysis for the southern barrier beach, a critical component to the future management of
the pond and the rest of the property. Gathered background information on past and current practices for 
Phragmites control and pond management activities, as well as on general geology and soil conditions in the
area, flood zone designations, and ecology of the pond to accurately identify and understand the problems
facing the pond, and to develop alternatives for managing the pond. The Pond Management Plan will
address preserving and/or restoring the open water pond habitat, and minimizing erosion on the barrier
beach, which is necessary for the longevity of the pond. Alternatives considered for preserving and/or
restoring the open water pond habitat included mechanical Phragmites removal, seasonal targeted herbicide
use, and dredging to increase the depth of the pond. Alternatives considered for reducing erosion along the
barrier beach included installation of sand fencing, localized dune restoration or reconstruction after major
storms, and restoration of current dune footpaths. The plan provided background and reasoning, estimated
effectiveness, estimated cost, and projected time frame for each proposed alternative. 
Technical Evaluation of Preliminary 2013 FEMA FIRMs for the Towns of Scituate, Marshfield, and
Duxbury, MA, Coastal Scientist 
Evaluated draft FEMA maps, and identified errors and inconsistencies in FEMA’s analyses, such as
oversights along a particular transect or a flawed assumption. Reanalyzed flood area delineations along
FEMA’s existing transects, and created additional transects to document and accurately map the flooding
potential around location-specific topography. Utilized a geographic information system (ArcMap) to adjust
and reclassify mapped flood zones and Base Flood Elevations (BFEs) to reflect updated modeling. Produced
updated flood maps. 
Shoreline Change Analysis for Saco Bay, ME, Coastal Scientist 
Acquired and georeferenced historical aerial photographs and maps for use in project analyses. Analyzed
multiple historical aerial photographs to digitize the shoreline and to calculate long-term rates of shoreline
change along transects through the beach and dune. Utilized MATLAB to compute annual rates of shoreline
change between all available time periods between 1864 to 2010 using the end point method, as well as the
linear regression method. Contoured LiDAR data from three time periods to compare to contemporary
shoreline positions and incorporate into the shoreline change analysis. Performed error analyses for
shorelines derived from aerial photos and LiDAR data. 
Publications and Presentations 
Cura, J.J., E. Leduc, C. Prabhu, and E. Mahoney. 2015. “Sediment Toxicity in Different Classes of
Reference Area and in the Newtown Creek Superfund Site.” Poster Presentation at the Society of
Environmental Toxicology and Chemistry (SETAC), Salt Lake City, UT, November 2015.
Leduc, E. 2011. “An Evaluation of GIS Prioritizations for Selecting Wetland Mitigation Sites: Cook Inlet
Case Study” Master’s Project, Duke University’s Nicholas School of the Environment, Durham, NC.
Leduc, E., K. Price, and T. Miller. 2011. “State of North Carolina 2011 Coastal and Estuarine Land
Conservation Program (CELCP) Plan” NC Department of Environment and Natural Resources,
Division of Coastal Management.
“A Prioritization of Land Parcels for Wetland Mitigation around Knik Arm” prepared for Great Land Trust,
Anchorage, AK. 2011.

eleduc@whgrp.com Elise Leduc
508.495.6234 Coastal Scientist
www. whgrp .com 
Publications and Presentations (continued) 
“A Prioritization of Land Parcels for Conservation in the Matanuska-Susitna Borough” prepared for Great
Land Trust, Anchorage, AK. 2010.
Leduc, E. 2006. “Effects of the invasive ant, Myrmica rubra, on the local ant-treehopper mutualism” Senior
Thesis, Williams College Biology Department, Williamstown, MA.

ATTACHMENT C: COMMUNITY RESILIENCY BUILDING
WORKSHOP – SUMMARY OF FINDINGS

Town of Winthrop, MA 
May 2018 
(Funding for this project was provided by EEA’s Municipal Vulnerability Preparedness Planning Grant Program) 
Community Resiliency Building Workshop 
Summary of Findings

Winthrop, MA (0231471.00) i Woodard & Curran
CRB – Summary of Findings May 2018 
TABLE OF CONTENTS 
SECTION PAGE NO. 
EXECUTIVE SUMMARY ......................................................................................................................................... ES-1
1. OVERVIEW ...................................................................................................................................................... 1-1 
1.1 Workshop Core Team .................................................................................................................... 1-1
1.2 Workshop Objectives ...................................................................................................................... 1-2
1.3 Acknowledgements ........................................................................................................................1-2 
2. SUMMARY OF FINDINGS............................................................................................................................... 2-1 
2.1 Top Natural Hazards for Winthrop, MA...........................................................................................2-1
2.2 Identified Vulnerable Areas in the Community................................................................................ 2-2
2.3 Current Concerns & Challenges Presented by Hazards ................................................................ 2-4
2.3.1 Road Network Vulnerability & Isolation........................................................................................... 2-4
2.3.2 Proximity to MWRA Deer Island Treatment Plant & MassPort’s Logan International Airport ......... 2-4
2.3.3 Water, Wastewater & Drainage System ......................................................................................... 2-5
2.3.4 Shoreline Structures ....................................................................................................................... 2-5
2.3.5 Local Capacity, Communication, Emergency Management ........................................................... 2-6
2.3.6 Condition and Functioning of Natural Barriers ................................................................................ 2-7
2.4 Current Strengths & Assets ............................................................................................................ 2-7 
3. RECOMMENDATIONS TO IMPROVE WINTHROP’S RESILIENCY .............................................................. 3-1 
TABLES 
Table 2-1: Natural Hazards Identified By CRB Participants
Table 3-1: Top Six Recommendations to Improve Resiliency 
FIGURES 
Figure 1: Winthrop, MA Shoreline Structures 
APPENDICES 
Appendix A: Event Announcement, Agenda & Sign-In Sheets
Appendix B: Community Challenges & Goals
Appendix C: Community Resiliency Building Workshop Presentations

Winthrop, MA (0231471.00) 1-1 Woodard & Curran
CRB – Summary of Findings May 2018 
1. OVERVIEW 
A coastal community, the Town of Winthrop, Massachusetts has a unique perspective on planning for climate change
and preparing for a sustainable future. The evidence for the need to further address resiliency and adaptation to natural
hazard events continues to become more evident each year. While several larger storm events have received much
notoriety in recent years (Tropical Storm Irene, Tropical Storm Sandy, Nor’easter NEMO), in the first quarter of 2018
alone, two major coastal storm events pounded communities throughout Massachusetts causing coastal flooding,
heavy-rain induced inland flooding, wind damage, power outages, coastal erosion and damage to property, including
the Town of Winthrop.
Some areas where Winthrop has been particularly hard hit in recent years include: 
 Flooding at Jefferson Street/Putnam Street Intersection – Flooding has occurred in this location on a
frequent basis. 
 Ingleside Park/Walden Street – This area of Winthrop floods when intense storm events coincide with rising
tides. 
 Flooding Continues at the Winthrop Golf Course 
 Morton Street, Pico Avenue, Washington Avenue and Shirley Street - Significant flooding has occurred
in these areas during recent storms. 
 Coughlin Park Shoreline - Significant erosion continues to occur along this shoreline and the Town is
working on a shoreline stabilization concept.
In June 2017, the Baker-Polito Administration announced over $1 million in grant funding to 71 cities and towns
throughout Massachusetts for the Municipal Vulnerability Preparedness (MVP) program. The MVP Planning Grant
Program was designed to provide support for communities to plan for climate change resiliency and implement priority
projects. Upon completion of the MVP program, communities can become certified as an MVP Community and become
eligible for MVP Action Grant funding and other opportunities in the future. The Town of Winthrop applied for a MVP
Planning grant and was successful. In April 2018, Winthrop undertook the Community Resiliency Building (CRB)
Workshop process, a requirement of receiving MVP funding and this report serves as the Summary of Findings for that
planning process.
The CRB workshop process is based on a risk matrix exercise while also utilizing current information regarding natural
hazard events, understanding the latest climate change projections, evaluationg information on Town efforts to address
resiliency and reviewing recent action items and projects to address resiliency issues. 
1.1 Workshop Core Team 
The Winthrop Community Resiliency Building Workshop was led by a local Core Team which included the following
individuals and Town departments: 
 Joseph Domelowicz, Assistant Town Manager | Lead Project Manager for MVP/CRB 
 Laurisa Wojcik, Administrative Secretary 
 Kara Campbell, Conservation Agent 
 Steve Calla, DPW Director 
 Norman Hyett, Conservation Commission 
 Chief Paul Flanagan, Fire Department 
 Police Department

Winthrop, MA (0231471.00) 1-2 Woodard & Curran
CRB – Summary of Findings May 2018 
In addition to staff participants, the Core Team involved residents and local business owners who participated in both
the MVP Kick-Off Meeting and the CRB Workshop. Sign in sheets for the kick off meeting and workshop have been
included in Appendix A .
Together, Winthrop’s Lead Project Manager and Woodard & Curran (hired MVP Technical Services provider) formed
the project team responsible for directing, preparing for and ensuring the success of the CRB Workshop. 
1.2 Workshop Objectives 
The Town of Winthrop held its Community Resiliency Building Workshop on April 6, 2018 at the Deer Island Wastewater
Treatment Plant Training Room. Partners for the CRB Workshop included technical services provider Woodard &
Curran, the Massachusetts Water Resource Authority (MWRA), The Nature Conservancy and MassAudubon. The
workshop’s central objectives were to: 
 Define extreme weather and natural and climate related hazards impacting Winthrop, 
 Identify existing and future vulnerabilities and strengths, 
 Develop and prioritize actions for the community and broader stakeholder networks, and 
 Identify opportunities for the community to advance actions to reduce risks and build resilience.
The focus of the workshop was to educate
participants and increase awareness of risks
facing the Town of Winthrop from natural and
climate-related hazards. Identifying vulnerabilities
and strengths in Winthrop from an infrastructure,
societal and environmental perspective would
serve as the foundation for discussion. Prior to the
workshop, outreach to key municipal staff,
residents, businesses and organizations was
conducted through the kick-off meeting. 
1.3 Acknowledgements 
The Winthrop Community Resiliency Building
Workshop was managed by the Winthrop, MA
Core Team in partnership with Woodard &
Curran. The Core Team guided the work
throughout the project and numerous public
officials and industry professionals provided
leadership, technical expertise, ideas and insight
during workshop planning and execution.
Special thanks to the MWRA, The Nature
Conservancy and MassAudubon for their
participation and support during Winthrop’s CRB
Workshop.

Winthrop, MA (0231471.00) 2-1 Woodard & Curran
CRB – Summary of Findings May 2018 
2. SUMMARY OF FINDINGS 
The purpose of the Community Resiliency Building Workshop Summary of Findings is to develop a comprehensive
summary of the event with the goal of Winthrop using this information to continue its focus on reducing vulnerabilities,
reinforcing strengths and continuing on the path toward greater community resilience. Winthrop’s CRB was held on
Friday, April 6, 2018 at the Deer Island Wastewater Treatment Plant Training Room. In total, there were 53 attendees
who were present for the daylong event. With the goal of the workshop being to listen and learn from attendees on how
to meet the overall workshop objectives, prior to starting the formal CRB agenda, participants were asked to think about
and write down on a note card answers to the following two questions:
1) What are Winthrop’s biggest challenges? (think infrastructure, societal, environment)
2) What are your goals for the day and what do you hope to gain from your participation in the workshop?
Participants provided feedback for both of these questions which is summarized in Appendix B . 
2.1 Top Natural Hazards for Winthrop, MA 
Prior to discussing the top natural hazards faced by Winthrop, MA, participants in the CRB workshop listened to two
presentations that included background information about Winthrop and up to date information regarding Climate
Change and its impact to the community and surrounding area (see Appendix C ). Upon completion of these two
presentations, attendees were asked to work with the other participants at their table to define and characterize the top
natural hazards being faced by Winthrop. In total, there were six separate tables working on this task and participants
were encouraged to come up with their own list of natural hazards that they felt to be the most relevant and pressing
to the community. 
Photo: April 6, 2018 Winthrop CRB Challenge and Goal Comment Cards

Winthrop, MA (0231471.00) 2-2 Woodard & Curran
CRB – Summary of Findings May 2018 
Winthrop is a densely developed coastal town with a population of approximately 18,000. Located on a peninsula
(approximately 1.6 square miles) with a seven-mile shoreline, the majority of the flooding experienced by Winthrop is
related to its coastal location due to impacts from coastal storms, waves, storm surge and sea level rise. The natural
hazards facing Winthrop that were identified at the CRB workshop include: 
 Sea Level Rise 
 Flooding 
 Hurricanes/Wind/Extreme Storms 
 Wave Action/Storm Surge 
 Extreme Heat 
 Fire 
 Erosion 
 Increasing Precipitation 
 Isolation
Sea level rise was identified by all of the tables as one of the top natural hazards while flooding was identified by five
of the six tables. Table 2-1 indicates the top natural hazards that were identified by each table of CRB participants. 
Table 2-1: Natural Hazards Identified By CRB Participants 
Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 
 Flooding 
 Wind/Storms 
 Wave Action 
 Sea Level Rise 
 Flooding 
 Sea Level
Rise 
 Hurricane 
 Heat or
Extreme
Weather 
 Flooding 
 Sea Level
Rise 
 Wind 
 Isolation 
 Flooding 
 Wind/Storms 
 Wave Action 
 Sea Level Rise 
 Flooding 
 Sea Level
Rise 
 Heat Wave 
 Fire 
 Sea Level
Rise 
 Increased
Precipitation 
 Heat or
Extreme
Weather 
 Wind 
2.2 Identified Vulnerable Areas in the Community 
During the CRB process, the entire Town was highlighted as being vulnerable to natural hazard events due to its
location and the fact that it is surrounded by the ocean – not just a specific neighborhood. There were specific areas
mentioned by attendees at the workshop as being vulnerable and those include: 
 Neighborhoods: 
o Morton Street/Belle Isle Marsh – Low lying area, coastal surge and flooding. 
o Pico Avenue/Fisherman’s Bend – Experiences flooding during storm events. 
o Ingleside Park – Backup and flooding due to lack of stormwater storage capacity and undersized
drains. Floods during coastal storm/precipitation events. 
o Point Shirley/Shirley Street – Low-lying street and adjacent seawall experience wave overtopping
and flooding during storm events.

Winthrop, MA (0231471.00) 2-3 Woodard & Curran
CRB – Summary of Findings May 2018 
o Lewis Lake – Serves as a drainage area for part of the downtown area – lake overflows during storm
events and causes localized flooding in adjacent areas. 
o Yirrell Beach – Coastal surge and flooding 
o Lower Nahant Avenue – Coastal surge, high tide and high precipitation events all cause backup in
undersized drain lines and flooding within adjacent neighborhood. 
o Coughlin Park – Coastal erosion and flooding during coastal storms. 
o Bayou Street Neighborhood – Flooding due to undersized drainage line that backs up during high
precipitation events. 
 Ecosystems: Belle Isle Marsh, Coughlin Park, Yirrell Beach, Ingleside Park, Lewis Lake, Beaches 
 Transportation: Route 145 and Winthrop Parkway (also evacuation routes), Shore Drive, Morton Street,
bridges, all roads in Town 
 Infrastructure: Drainage system, Water/Sewer Infrastructure, Pump Stations, Sea Walls, Utility Power, Public
Safety Building, Culverts, MWRA Deer Island Treatment Plant, Municipal Services (police, fire, emergency,
shelters), Existing Buildings, Proximity to MassPort/Logan International Airport

Winthrop, MA (0231471.00) 2-4 Woodard & Curran
CRB – Summary of Findings May 2018 
2.3 Current Concerns & Challenges Presented by Hazards 
The Town of Winthrop faces numerous challenges and has major concerns related to the impacts of natural hazard
weather events from the past and those that will occur in the future and be further exacerbated by climate change. In
the first quarter of 2018 alone, Winthrop was severely impacted by two large coastal storm events in January and
March which caused coastal flooding, heavy-rain
induced inland flooding, wind damage, power outages,
unpassable streets, coastal erosion and damage to
residential homes and businesses.
In prior years, Winthrop has suffered from similar coastal
storms in addition to Tropical Storm Irene (August 2011),
Tropical Storm Sandy (October 2012) and a Nor’easter
referred to as NEMO (February 2013). In general,
Winthrop is subjected to three types of flooding –
coastal, inland/riverine and urban. The FEMA Flood
Insurance Rate Maps (FIRM) issued in 2016 for
Winthrop indicate that approximately 45% of the town is
within the 1% annual chance flood (also known as the
100-year storm).
The impacts from the 2018 storm events to date as well
as previous storms have made the topic of natural
hazards and climate change in Winthrop of high
importance. Improving the community’s ability to be
resilient before, during and after a storm event was
discussed in detail at the Community Resiliency Building
workshop. 
2.3.1 Road Network Vulnerability & Isolation 
Access to the Town of Winthrop is primarily along Route
145, Winthrop Parkway or across the Belle Isle Bridge
(Main Street). Winthrop Parkway connects the town to
Revere along a narrow strip of land and this connection
has been closed by the Town of Revere in the past due
to storm conditions resulting in unsafe passage. With only two main roadways to access Winthrop, managing this
infrastructure is critical for emergency evacuation and response. Or, if evacuation and response is not possible,
managing isolation and sheltering in place becomes critical. Discussion included the town’s preparedness to remain
isolated for a period of time and successfully shelter in place. CRB attendees expressed their concern over the need
to be better prepared for this type of situation. 
2.3.2 Proximity to MWRA Deer Island Treatment Plant & MassPort’s Logan International Airport 
The enormity of the road network vulnerability issue is raised even further since the primary travel route to MWRA’s
Deer Island Sewage Treatment Plant (which treats wastewater from 2.5 million people in Greater Boston) is located in
Winthrop and can be compromised. In addition, concern was raised over the potential for a major incident to occur at
the treatment plant or nearby Logan International Airport which could impact Winthrop and/or require the evacuation
of the community. 
Photo: Pico Avenue, March 3, 2018 
Photo: Morton Street at Banks, March 3, 2018

Winthrop, MA (0231471.00) 2-5 Woodard & Curran
CRB – Summary of Findings May 2018 
2.3.3 Water, Wastewater & Drainage System 
During a coastal storm or heavy
precipitation event, Winthrop’s drainage
system can become overwhelmed and
cause flooding at the street level. Future
climate change impacts, sea level rise
and more sever storms will continue to
exacerbate the conditions that the
community has seen repeatedly in the
past. This combined with the age of the
drainage system and changing
underground conditions can cause
additional damage – the magnitude
which may currently be unknown.
The water and wastewater systems in
Winthrop are owned by the Department
of Public Works and the Massachusetts
Water Resources Authority (MWRA).
Sewer pump stations are located at
Revere Street, Pico Avenue and Pleasant Court. Winthrop’s stormwater system has over 20 miles of underground
piping, outfalls, catch basins and manholes. Approximately 115 outfalls are installed throughout Town in low-lying areas
to help with some of the inland flooding during certain types of storm events. Many of these outfalls do not have check
valves to prevent coastal flooding from entering the system.
Workshop participants discussed the need for drainage system upgrades and cleaning and education about how the
drainage system functions in Winthrop. Other suggestions include identifying a local staff person to work with DPW
and other Town departments on increasing the visibility of this infrastructure and developing Low Impact
Development/Green Infrastructure solutions that would improve their function and condition along with funding
opportunities to pay for the projects. Starting programs such as adopt a drain, using artwork to better identify location
and seeking out funding opportunities for upgrades are all suggestions for improving this critical infrastructure. 
2.3.4 Shoreline Structures 
The Town of Winthrop has a variety of shoreline structures in place that offer a barrier between the built environment
and the ocean. Some of the infrastructure includes stone revetments, concrete seawalls, bulkheads and breakwaters.
According to data managed by the Massachusetts Office of Coastal Zone Management (CZM) regarding coastal
infrastructure, Winthrop has six structures owned by DCR and 27 town owned structures in varying condition. Half of
the public shoreline structures need moderate to significant levels of repair (see Figure 1 ). 
Photo: April 6, 2018 Winthrop CRB Workshop

Winthrop, MA (0231471.00) 2-6 Woodard & Curran
CRB – Summary of Findings May 2018 
Figure 1: Winthrop, MA Shoreline Structures 
At the CRB workshop, participants expressed the need to preserve and maintain existing and exposed seawalls so
they continue to function and provide protection for the built environment. Suggestions included making the existing
seawalls higher, expandable (or flexible) or investigating floating dams. 
2.3.5 Local Capacity, Communication, Emergency Management 
During the Community Resiliency Building process, the topic of local capacity, communication and emergency
management was discussed. Concern was raised about the use of the Senior Center as a shelter and accepting
residents who need to be evacuated from their homes during severe weather. Currently there is no back up power or
generator at the Senior Center should a power outage occur during a storm event. Another issue identified by the
Housing Authority was that in the past, some of their senior housing developments have lost power, but it is difficult to
get their tenants to evacuate. More communication is needed about how to manage these types of situations in the
community.

Winthrop, MA (0231471.00) 2-7 Woodard & Curran
CRB – Summary of Findings May 2018 
In addition, a more clear, defined means of communication was indicated as an area of improvement during
emergencies. Currently information is shared via phone but continuing to use resources like Facebook and Twitter will
be beneficial. There was also a discussion of creating a formal Emergency Manager position (even part time) who
helps manage current emergencies including operations, but also the recovery. Documentation and photographs are
all necessary to obtain and manage for proper recovery and reimbursement depending on the severity of the event.
Currently, Winthrop does this on an as needed, informal basis. Having designated staff for residents and businesses
to call would allow for other departments like Police, Fire and DPW to focus on their roles during an emergency event.
An Emergency Manager could also oversee operations during an emergency, manage a command center, help
deploy/manage town staff and work with other towns and regional dispatch to provide the best service possible.
The need for a consolidated, updated Public Safety Building was identified during the CRB workshop as one of
Winthrop’s biggest challenges. 
2.3.6 Condition and Functioning of Natural Barriers 
Winthrop is fortunate to have numerous beaches, conservation areas and places of recreation to offer residents and
visitors in the community. They include: 
 Winthrop Beach 
 Yirrell Beach 
 Donovan’s Beach 
 Pico Playground & Beach 
 Fisherman’s Bend 
 Belle Isle Marsh 
 Coughlin Park 
 Lewis Lake/Winthrop Golf Club 
 Ingleside Park
One of the key issues raised during the CRB was the need to preserve, maintain and enhance natural infrastructure in
Winthrop so that it can continue to function as a natural barrier for the community. Ideas include dune enhancement,
building additional trees to lessen heat island impact, add more natural vegetation where it is needed, develop an
overall Town wide natural barrier enhancement plan and conducting feasibility studies to determine what types of
enhancement will make sense and their anticipated impact. Additional education regarding the benefits and importance
of natural resource areas including regulations was also identified as important so that the value in helping reduce risk
and improve resilience is better understood. 
2.4 Current Strengths & Assets 
Winthrop has had the opportunity during recent storm events to see how the community functions and identify areas
of strength. The presence of natural barriers for residential neighborhoods in Winthrop was recognized as beneficial to
the community in addition to existing seawalls and other barriers.
Other strengths identified during the CRB include: 
 The local conservation commission has been working with homeowners to provide information about natural
resources, building code requirements and homeowner incentives. 
 Wetland restoration, floodplain and open space and enhancement through various projects in the community
were recognized as a strength and continuing to support these projects and find funding for next phases is
critical – Coughlin Park is an example where the Town has been investigation the feasibility of mitigating

Winthrop, MA (0231471.00) 2-8 Woodard & Curran
CRB – Summary of Findings May 2018 
shoreline erosion using living shoreline techniques to increase coastal resiliency. A plan was prepared that
quantified sea level rise for the location, assessed existing conditions, performed an alternatives analysis and
identified an appropriate living shoreline project. CRB attendees expressed their support for the Town to
continue doing this type of work (specifically this project) and reach the implementation phase. 
 Winthrop has dedicated Police, Fire and DPW personnel who respond during natural hazard events. 
 The existing reverse 911 system was recognized for the role it plays during emergency events and continuing
to maintain and advertise the availability of this system will be key for future emergencies. 
 Winthrop’s existing water, wastewater and drainage infrastructure was identified as a strength. The need to
keep this updated, maintained and managed was recognized. Recent upgrades to some of the sewer pumping
stations such as elevating them, installing water resistant panels and emergency generators was recognized
as a strength. Other recent infrastructure improvements include: 
o Sewer improvements on Putnam Street, Putnam Place and Walden Street. 
o Water main replacement on Jefferson Street and Fremont Street and upgrades to a section of the
drainage system at the intersection of Jefferson Street and Putnam Street. 
o Sewer, water, drain and sidewalk improvements on Walden Street, Lincoln Street, Read Street, Walden
Place and Jerald Street. 
o Water main, drain and sewer improvements on Bellevue Avenue, Prescott Street, Somerset Avenue,
Nahant Avenue and Sewall Avenue. 
o Water main improvements with some sewer repairs on Plummer Ave., Woodside Ave, Woodside Park,
Frances St., Sunnyside Ave, Pico Ave, Corinha Beach Rd. and throughout the neighborhoods
surrounding the water tower. 
o Sewer and water main improvements on Franklin Street and Harvard Street. 
o Lewis Lake Tide Gate project included replacement of existing failed automated tide gate with new
automated tide gate. 
o Miller Field/Lewis Lake Drainage and Site Improvements included a complete renovation of Miller Field
including site drainage improvements and improvements to swales along the Veterans Road and Cross
Street at the Winthrop Golf Club. 
 Supportive social services such as
the local health center, Senior
Center, Senior Housing and
Housing Authority. 
 Proximity to MWRA Deer Island
Treatment Plant & MassPort’s
Logan International Airport was
identified as a challenge but also a
strength. The Town of Winthrop
acts as a natural buffer to both of
these key regional economic and
environmental resources. 
Photo: MWRA Deer Island Wastewater Treatment Plant

Winthrop, MA (0231471.00) 2-9 Woodard & Curran
CRB – Summary of Findings May 2018 
Photo: April 6, 2018 Winthrop CRB Workshop Matrix Board

Winthrop, MA (0231471.00) 3-1 Woodard & Curran
CRB – Summary of Findings May 2018 
3. RECOMMENDATIONS TO IMPROVE WINTHROP’S RESILIENCY 
Improving Winthrop’s resiliency was discussed by each individual group at the CRB based on the natural hazards,
strengths, vulnerabilities and actions that they defined. At the end of the CRB workshop, each group presented their
findings on key actions the community should focus on to improve overall resiliency and they were asked to identify
their top three. Upon completion of each group’s presentation, each attendee was given six dots to identify of all the
key actions each group mentioned, which is the most critical/most important for the community. Table 3-1 is a summary
of the dot exercise. 
Table 3-1: Top Six Recommendations to Improve Resiliency 
Rank Action Notes 
1 Sewer & Drainage Infrastructure Clean, maintain and upgrade (particularly in the Town Center
and low-lying areas) sewer and drainage infrastructure. Seek
funding for repair and replacement, design additional storage
capacity and modify bylaws and incentives that would support
improved conditions for projects. Work would also include
flood control projects.
2 Maintain, Replace, Upgrade Seawalls Various existing infrastructure is in place throughout Winthrop
and is in need of repair and upgrade.
3 Natural and Green Infrastructure
Solutions, Low Impact Development
To support or enhance the functioning of seawalls and the
shoreline as a barrier and for improved stormwater
management. Work would also include flood control projects.
4 Develop or redevelop a new public safety
building (police, fire, ambulance)
This includes finding a site, designing the building, securing
funding and completing construction of a new facility.
5 Maintain and protect Belle Isle Marsh,
Coughlin Park and beaches as assets to
the community for both recreation and
resiliency support.
Work for areas of the community that act as natural barriers
includes dune enhancement, plantings, berms, etc.
6 Identify funding for projects to increase
resilience
This includes further developing the tax base to increase
reve

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