Grant application

Town of Winthrop · from the Town's website · 175 pages · 29.6 MB
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GREEN INFRASTRUCTURE FOR COASTAL RESILIENCE 
GRANT PROGRAM FY16 
RFR ENV 16 CZM 02 
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 Green Infrastructure Project : 
Green Infrastructure Feasibility Assessment and Siting Project 
Project Title: Coughlin Park Green Infrastructure Feasibility Study 
Total Project Cost: $100,000 
Match Amount (at least 25% of TOTAL project cost): $25,000 
Grant Amount Requested (maximum of $750,000): $75,000 
Project Summary (brief description of the proposed project in one or two short paragraphs): 
The Town of Winthrop proposes to conduct a green infrastructure feasibility study to mitigate erosion at Coughlin
Park. The project will identify and map the coastal resources at Coughlin Park, as well as along adjacent beaches
and nearby shore areas. In addition, the coastal processes at the site will be evaluated to determine the water levels,
wave heights 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 green infrastructure type, examining a broad range of living shoreline techniques to determine the best
solution for the park; the selected alternative will provide the most erosion 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 living shoreline alternative is chosen, conceptual plans
will be designed and completed for the Town.

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Coughlin Park Green Infrastructure Feasibility Study 
Green Infrastructure for Coastal Resilience Grant Program FY16 
Introduction 
The Town of Winthrop’s Coughlin Park Green Infrastructure Feasibility Study will implement living shoreline
techniques that provide coastal storm damage protection and enhance natural resources. The Coughlin Park Green
Infrastructure Feasibility Study is consistent with the Executive Office of Energy & Environmental Affairs’ goals to
“advance local efforts to implement measures to increase natural storm damage protection, flood control, and
community resilience”. This project will explore and research green infrastructure techniques on the shoreline in
Coughlin Park bordering Boston Harbor. Potential strategies will likely include: beach nourishment, natural
enhancement of adjacent coastal engineering structures, fringe marsh enhancement, and/or possible bioengineering
for bank stabilization. 
The Coughlin Park Green Infrastructure Feasibility Study will focus on site-specific considerations, including the
severity of erosion, condition of the existing site (proximity of the eroded area to the high tide line), exposure to wind
and waves, frequency of storm events, proximity to endangered or threatened species habitat, and complexity of
project design and permitting. 
The Winthrop Hazard Mitigation Plan 2014 Update (Attachment 7) states that Coughlin Park experiences coastal
erosion and flooding during higher northwest wind events and coastal storms. The map, located in Attachment 3,
documents the coastal erosion in Coughlin Park. Once completed, this project will help prevent flood related
damages associated with tidal storm surges to approximately 14 acres of land, including at least 50 residential,
commercial and industrial structures with an estimated replacement value of $14,450,688 (Winthrop Hazard
Mitigation Plan 2014 Update). 
Problem and Climate Adaption – Description of the severity of current erosion and flooding issues(s),
current and potential threats and impacts to coastal infrastructure and natural resources, and need for
assistance. 
The Town of Winthrop is an ocean-side suburban community situated at the entrance of Boston Harbor. 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 
analysis is based on the vulnerability assessment in the Commonwealth of Massachusetts State Hazard Mitigation 
Plan, 2013 .

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Figure 1: 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 2: Relative sea leve l 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 – Mass achusetts 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. 
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

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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. Winthrop has identified eleven areas where flooding is of particular note, including Coughlin
Park which suffers from coastal erosion and flooding during higher northwest wind events and coastal storms
(Winthrop Hazard Mitigation Plan 2014 Update). 
Coughlin Park is an urban park located on the bayside of Winthrop Barrier west of Winthrop Beach (Figure 3). The
park provides expansive views of Logan Airport and Boston Harbor. The Town of Winthrop has approximately 19,000
residents but is a suburb of the greater Boston metropolitan area. The park was renovated in 2014 and is heavily
used by Town residents and visitors, who utilize the site to exercise by walking around the park, watch boats, view
Boston Harbor, or to simply watch airplanes take off and land at Boston Logan International Airport. The recent
renovations to the park included new playground equipment, playground surfaces, trees and shrubs, basketball
courts, hockey nets, pathways, and picnic tables and benches. 
Figure 3: Project Location at Coughlin Park Located in the Town of Winthrop 
In recent years, the park has been experiencing significant erosion along its western shoreline that threatens the
continued use of the park. The housing development located immediately to the south of the park has constructed an
extensive revetment that protects Grand View Avenue and the houses located across the street. End effect erosion
from the revetment, combined with the recent storms, has caused significant erosion along approximately 300 linear
feet of the park’s shoreline. The Town is currently faced with a dilemma because there is a need to protect this
eroding shoreline, but the Massachusetts Wetland Protection Act prohibits coastal engineering structures on
properties that do not have houses, structures, or other infrastructure. Therefore, the Town would like to evaluate the
feasibility of mitigating the shoreline erosion through the use of living shoreline techniques. Implementing a living
shoreline project at this location could mitigate the erosion of the shoreline, increase the diversity of the near shore
habitat, increase the coastal resiliency, and help protect the salt marsh that is located along the portions of the park
shoreline.

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Future impacts of sea level rise present an additional natural hazard risk to the Coughlin Park shoreline. The impacts
will be similar to those caused by shoreline erosion, including increased forces on already vulnerable shoreline, with
greater flooding and wave activity in areas previously not affected. Long-term tide gage data collected at the National
Ocean Service (NOS) station in Boston, MA provide the closest measurements to Coughlin Park. Tide gage data
from the Boston station for the period of 1921 to 2014 indicate a rise in sea level of 2.81 mm/yr., or 11.1 inches total
over the past century. Future changes in the rate of sea level rise could increase water levels another 1.8 feet by the
year 2063 (intermediate high scenario), placing Coughlin Park at further risk of erosion, storm damage and flooding.
It is important to utilize a range of sea level rise scenarios to understand the uncertainty in the projections for
planning purposes. A number of ongoing climate change vulnerability studies (being conducted by others) will
provide a sound basis for these estimates. Ranges and rates of sea level rise will be evaluated and incorporated into
the coastal processes analysis to ensure an appropriate design alternative is selected. 
Project Description and Public Benefit – Details on the proposed green infrastructure project and stages of
work to be funded; how the project will improve coastal resilience immediately at, adjacent to, and beyond
the project site; and how the proposed project will benefit the public and public interests. Include an
explanation of how sea level rise will be addressed. 
The Town proposes to assess which living shoreline techniques are applicable to this location by developing an
understanding of the existing environmental conditions and coastal processes at the site. A comprehensive coastal
process evaluation will be used to assess the existing environmental conditions along the Coughlin Park shoreline
and provide information that will be used to evaluate and select potential alternatives for mitigating the erosion and
promote natural resilience along the park’s shoreline. The existing conditions assessment will develop a complete
picture of the ongoing processes that shape the entire Winthrop bayside shoreline, 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 coastal
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. 
Improving the coastal resilience of Coughlin Park provides immeasurable environmental, recreational, and
educational benefits to the local Winthrop community, as well as the greater Boston area population. A restored
shoreline that uses living shoreline techniques will provide improved wildlife habitat by increasing the footprint of
wetland resource areas (e.g., coastal beach, coastal dunes), increase the coastal resiliency of the park shoreline,
and provide enhanced storm damage prevention for the park. Stabilizing the eroded shoreline will also reduce
sedimentation in the Harbor and will help protect the fringe marsh along this section of shoreline from siltation.
Improving Coughlin Park also provides recreational benefits to the public by arresting the deterioration of the coastal
resources that are occurring at the Park, and ensuring continued access to the park and its facilities. Finally, the
installation of a living shoreline or other green infrastructure techniques can serve not only to educate the visitors to
Coughlin Park about coastal processes, climate change adaptation and green infrastructure techniques; but can also
be used as a learning opportunity for developers of future green infrastructure projects by monitoring the
implemented design, techniques and can be followed or approved upon at other locations. 
Scope of Work 
The technical approach includes the following seven tasks intended to assess the feasibility of implementing a living
shoreline project at the site and to advance the project through the conceptual design phase, including the
development of engineering plans.

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Task 1. Identify and Review Existing Information 
This task will compile existing information related to topography and bathymetry, wetland resources, including
eelgrass and shellfish beds, historical shoreline change rates and current Federal Emergency Management Agency
(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. Assess, Map, and Flag Wetland Resources 
Wetland resources at the site will be identified and evaluated for stability, ecological health and signs of stress.
Sediment samples will be collected from the coastal beach and coastal bank to determine grain size. Finally, wetland
resources delineated and flagged in preparation for the site survey that will be conducted in Task 3. 
Task 3. Site Topographic Survey 
A site topographic survey will be completed to determine the site boundaries, present location of the shoreline, and
the locations of the wetland resources flagged in Task 2. These data directly inform the alternatives analysis
described in Task 4. 
Task 4. 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-, and 50-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
green infrastructure alternatives. 
In addition, a shoreline change analysis will be conducted to assess the rate of change for the western shoreline of
Coughlin Park; 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 5. Green Infrastructure Alternatives Analysis 
With the improved knowledge of coastal processes, up to three conceptual green infrastructure alternatives will be
identified and evaluated. These alternatives will likely include beach nourishment, natural enhancement of adjacent
coastal engineering structures, fringe marsh enhancement, and/or possible bioengineering for bank stabilization. The
alternatives analysis will use a criteria matrix approach, including such indicators as feasibility, design life, level of
protection provided, permit ability, cost, 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 green infrastructure alternative selected is consistent with
restoration goals and feasible to implement from both a regulatory and construction standpoint.

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Task 6. Preliminary Engineering Design 
Based on the chosen alternative selected in Task 5, preliminary engineering designs will be produced detailing the
design specifications for the preferred alternative. 
Task 7. 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 green infrastructure alternative to a final design. Visualizations of
technical analyses will also be developed as part of this task in both static (images) and dynamic (movies) formats to
clearly and appropriately convey a scientific and technical message to the general public; displaying results in Google
Earth allows the viewer to “fly through” or zoom in/out of the project area to see results at different scales and angles.
To further advance green infrastructure in the state, the final report and associated visualizations 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 green infrastructure 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 green infrastructure projects over traditional hard coastal
engineering alternatives. 
Transferability – Description of transferability of proposed project (i.e. how the project approach, techniques,
and products can be used by or serve as models for other coastal communities facing similar issues)
including details of education and outreach efforts. 
The proposed project is directly transferable to other coastal communities who are facing similar issues. There are
other eroding shorelines in the vicinity of Coughlin Park in the Boston Harbor system that could benefit from similar
green infrastructure projects. 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). 
Time-line – Detailed time-line with anticipated and realistic completion dates for the project. 
Assuming the contract award date is July 3, 2015, we anticipate that the project will be completed by May 31, 2016.
The following is the schedule breakdown for the project. 
Budget – Detailed budget and explanation of how funding and other support provided by project partners
will ensure the success of the project. The 25% in-kind or cash match that has not been used for other
projects must be documented. 
A detailed project budget is included as Attachment 1. Attachment 10 documents the 25% cash match. Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16 Apr-16 May-16 Jun-16
1 Identify and Review Existing Information
2 Assess, Map, & Flag Wetland Resources
3 Site Topographic Survey
4 Analysis of Coastal Processes
5 Green Infrastructure Alternatives Analysis
6 Preliminary Engineering Design
7 Final Documentation & Visualizations
Qtr. 3 Qtr. 4 Qtr. 1 Qtr. 2
Task Task Name

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Project Management – The name of the qualified individual who will serve as the local project manager and
point of contact, along with resumes for the local project manager and other staff who will work on the
project. 
Jeffrey Stearns , P.E., is a Project Manager at Woodard & Curran. Mr. Stearns has 19 years of experience in
engineering and managing land development services for commercial, industrial, and residential projects throughout
the United States, particularly in Rhode Island, Massachusetts, Georgia & Ohio. He provides site/civil design services
that involve layout, permitting, stormwater design, grading, earthwork, and utility infrastructure assessments. He
specializes in performing stormwater management evaluations and understanding of local and state permitting
requirements. 
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
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. 
Mitchell A. Buck . P.E. is a Coastal Engineer at Woods Hole Group with a broad base of experience in various
phases of coastal projects. His primary expertise is developing and implementing a wide range of field-data collection
programs, analysis of collected data and the application of the results within numerical models for coastal
management and design projects. He received a B.S. in Environmental Engineering from Johns Hopkins University in
2005 and a M.C.E. from the University of Delaware Center for Applied Coastal Research in 2107, where he
investigated beach erosion under storm conditions in a wave flume. Mr. Buck has experience developing and
employing a wide range of models for coastal processes and nears bore hydrodynamics. Recent types of coastal
projects in which Mr. Buck has participated includes: coastal structure design, beach nourishment, sediment
transport, inlet stability, water quality, marsh restoration and dredging. Mr. Buck is currently performing numerous
topographic and bathymetric surveys using Real Time Kinematic Global Positioning Systems (RTK GPS), total
stations and echosounders. He has experience with a variety of oceanographic instrumentation including tide
gauges, CTD, and ADCPB. Mr. Buck has also lead and supported environmental monitoring programs for the United
States Army Corp of Engineers projects that involve sediment coring, surface water and groundwater sampling, and
biological sample collection. Mr. Buck is also an OSHA HAZWOPER Site Supervisor. 
M. Leslie Fields has over 20 years of experience in the areas of coastal geology and coastal process evaluation.
She specializes in analyses of shoreline change, geomorphic evolution of coastal systems, coastal hazard evaluation
and mitigation, GIS development, coastal wetland delineation, sediment transport analyses, and permitting (local,
state, and federal). Ms. Fields is experienced with all facets of environmental impact analyses ranging from the
design and collection of field data to alternative analyses and design for mitigation. All of her projects benefit from
Ms. Fields' strong written communication and organizational skills. Further, Ms. Fields has extensive experience in
the use of GIS technology to display and analyze spatially-related data for coastal and marine projects. She routinely
uses ESRI's suite of ArcGIS products to analyze, evaluate, and present information for Woods Hole Group projects.
She has combined her familiarity with GIS software, database management, coastal processes, and cartography to

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effectively manage and present a wide range of coastal and marine issues. Over the past 16 years, Ms. Fields has
been responsible for managing and conducting numerous projects involving the evaluation of coastal processes and
shoreline response. She has performed numerous shoreline change studies along the eastern United States. These
studies examined issues including impacts from inlet stabilization, installation of shore protection structures (groins,
revetments), inlet formation, and dredging. Where possible these studies developed information on historical
shoreline change incorporating data on regional geomorphic evolution. In many cases information from the shoreline
charge analyses were coupled with numerical model results for wave transformation and sediment transport to help
evaluate impacts of shore protection alternatives. 
The key personnel who will be involved in the Coughlin Park Green Infrastructure Feasibility Study are listed in the
table below and individual resumes are included in Attachment 3. 
Project Team 
Name Affiliation/Title Role 
Jeffery Stearns, P.E. Woodard & Curran – Project Manager Project Manager 
Kirk F. Bosma, P.E., M.C.E Woods Hole Group – Woods Hole Group
Team Leader/ Coastal Engineer 
Team Leader/Coastal Engineer 
Mitchell A. Buck, P.E., M.C.E Woods Hole Group – Coastal Engineer Coastal Engineer 
M. Leslie Fields, M.S. Woods Hole Group – Coastal Geologist/
Marine Environmental Analyst 
Coastal Geologist/Marine Environmental
Analyst 
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 11. 
Attachments 
 Attachment 1: Budget 
 Attachment 2: Resumes 
 Attachment 3: Coughlin Park – Historical Shoreline Change from 1844-2009 
 Attachment 4: Hurricane Inundation Map 
 Attachment 5: NFIP Flood Insurance Rate Map 
 Attachment 6: Massachusetts State Hazard Mitigation Plan 2013 
 Attachment 7: Winthrop Hazard Mitigation Plan Update 2014 
 Attachment 8: Winthrop Open Space and Recreation Plan 2014-2021 
 Attachment 9: Winthrop Harbor Assessment and Plan 
 Attachment 10: Required Attachments 
o W-9 
o Authorized Signatory Sheets 
o Commonwealth Terms and Conditions 
o Matching Funds Letter 
 Attachment 11: Letters of Support

ATTACHMENT 1: BUDGET

Task Deliverable Due Date
Grant
Award
Match
Amount* Total Cost
1 - Identify and Review Existing Information Summary Memo &
Meeting with Town 9/30/2015 $ 8,750 $ 8,750
2 -Assess, Map, & Flag Wetland Resources Summary Memo 10/30/2015 $ 8,750 $ 8,750
3 - Site Topographic Survey Site Plan 11/30/2015 $ 8,000 $ 8,000
4 - Analysis of Coastal Processes Coastal Processes Model 1/28/2016 $ 22,500 $ 22,500
5 -Living Shoreline Alternatives Analysis Summary Memo 2/29/2016 $ 14,200 $ 14,200
6 - Preliminary Engineering Design Engineering Plan 3/31/2016 $ 10,300 $ 10,300
7 - Final Documentation & Visualizations Report and
Visualizations 5/31/2016 $ 2,500 $ 12,500 $ 15,000
Project Management & Coordination N/A N/A $ 12,500 $ 12,500 
75,000 $ 25,000 $ $ 100,000 
* Cash Match 
Total
Coughlin Park Green Infrastructure Feasibility Study
Budget

ATTACHMENT 2: RESUMES

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS JEFFERY STEARNS, PE 
VICE PRESIDENT/PROJECT 
MANAGER 
Professional Profile 
Jeff has 19 years of experience in engineering and managing land development 
services for commercial, industrial, and residential projects throughout the United 
States, particularly in Rhode Island, Massachusetts, Georgia, and Ohio. He provides 
site/civil design services that involve layout, permitting, stormwater design, grad - 
ing, earthwork, and utility infrastructure assessments. He specializes in performing 
stormwater management evaluations and understanding of local and state permitting 
requirements. 
Related Experience 
City of Melrose, MA - Highlands Streetscape Improvements Project. Project 
Manager for a roadway improvements project in the Melrose Highlands corri - 
dor. Construction activities include roadway resurfacing, sidewalk reconstruction, 
enhanced pedestrian accommodations, streetscaping and the reconfiguration of 
municipal and MBTA parking lots. 
WebGIS Mapping and Data Management System VAMC West Roxbury, MA 
and WebGIS Mapping, Photogrammetric Aerial Survey, and Data Management 
System; VAMC Bedford, MA. Project Manager responsible for the development of 
a web-based GIS mapping and data management system at two VAMC campuses. 
Provided the West Roxbury VAMC and Bedford VAMC with an automated system 
to manage existing and future facilities data and site mapping, including digitizing 
record drawings and mylars, facilities plans, permits, and maintenance information. 
The system provides a platform for past, present, and future site utilities and building 
information to be organized, recorded, and managed in a consistent digital mapping 
and layout format. 
Roadway Improvements, VAMC West Haven, CT. Project Manager and lead 
engineer responsible for the design of roadway improvements that expand interior 
access road to two-way traffic and add utility improvements for future renovations 
to the hospital facilities. The improvements create new parking, allow for milling and 
repaving of existing parking areas and roads, provide restriping and curb replace - 
ment/construction plus utility relocations for future connections, and retaining wall 
repairs and realignment. 
Construct Parking - VAMC Bedford, MA. Project Manager responsible for the 
design development of contract documents, including plans and specifications, suit - 
able for public bidding to construct five parking expansion areas. The completed 
project included approximately 165 parking stalls located in 4 separate locations 
within the VAMC campus; and included the construction of additional drainage sys - 
tems, lighting, and sidewalk improvements to achieve VAMC’s objective to increase 
the available parking on the campus. Two of the parking areas required state and 
Education 
• Bachelors, Civil Engineering, 
Worcester Polytechnic Institute 
Registrations 
• Professional Engineer - MA 
• Professional Engineer - RI 
• Professional Engineer - CT 
• Professional Engineer - CO 
• Professional Engineer - OH 
Professional Associations 
• National Society of Professional 
Engineers 
Specialized Training 
• Master Design Certificate Low Impact 
Development issued by Rhode Island 
Coastal Resources Management 
Council

COMMITMENT & INTEGRITY DRIVE RESULTS | woodardcurran.com local approvals to obtain wetland permits 
for work in resource areas and buffer 
zones. 
Collapsed Roadway Repair and 
Drainage System Upgrade - VAMC 
Northampton, MA. Project Manager 
responsible for the design development 
of drainage system construction plans, a 
SWPPP, Stormwater Report, and Historic 
Preservation Report for this roadway and 
drainage project. Woodard & Curran 
also obtained a wetland permit Notice of 
Intent/ Order of Conditions and a local 
Stormwater Permit approval from the 
City. A new drainage design of a cam - 
pus-wide downstream detention basin 
and design of new StormCeptor runoff 
filtration units was part of the design. 
Design of Stormwater Treatment 
System to Capture Phosphorus 
Runoff - VAMC Jamaica Plain, MA. 
Project Manager and lead Engineer 
overseeing design of a stormwater phos - 
phorus removal system to obtain state 
approval of VAMC building expansion. 
The project includes site investigations, 
utility system mapping, and stormwater 
sampling to design a stormwater runoff 
phosphorus capture system. Performed 
a CCTV inspection and survey of the 
storm drain lines and structures, and 
cost estimates of practical, cost-effective 
treatment alternatives. 
Town of Seekonk, MA – Peer review 
services. Project Manager for Peer 
Review services on behalf of the 
Town of Seekonk for the Conservation 
Commission and Planning Board review 
of the Notice of Intent and Site Plan 
Application. The proposed development 
plans included the construction of a 156, 
150 s.f. commercial building with associ - 
ated drainage, lighting and parking lot 
improvements. Widening of the existing 
Fall River Avenue signalized intersection/ 
entrance adjacent to the Site was also 
included. An existing Vernal Pool and 
Isolated Land Subject to Flooding (ILSF) 
and Isolated Vegetated Wetland (IVW) 
were located on the Site. Work was 
within the Town of Seekonk regulated 
100-foot Buffer Zone associated with the 
IVW/ILSF/Vernal Pool. 
Town of Rehoboth, MA – Peer 
review services. Project Manager for 
Peer Review Services to the Town of 
Rehoboth Planning Board for a Site Plan 
Approval Application, a Groundwater 
Special Permit Application, and a 
Large-Scale Ground-Mounted Solar 
Photovoltaic Installation Application. The 
property under review is located at 295 
Tremont Street (the Site) and comprises 
approximately 139 acres that are zoned 
Business and Residence/Agriculture. 
Town of Westbrook, CT (Escrow) 
- Third Party review services. 
Performed third party reviews for the 
Town of Westbrook Zoning and Inland 
Wetlands & Watercourses Commissions. 
Applications were reviewed for compli - 
ance with Town of Westbrook regula - 
tions, with specific emphasis on those 
regulations related to wetlands protec - 
tion, erosion & sedimentation control, 
stormwater, coastal, and floodplain 
management, traffic, and lighting. Tasks 
included providing comments on the 
applications to the appropriate commis - 
sions for consideration and working with 
the Applicant to address issues to the 
satisfaction of the commissions. 
Town of Westbrook, CT (Non-escrow) 
- Drainage study. Performed a prelimi - 
nary drainage study to understand the 
cause of flooding within the low-lying and 
tidally influenced area of Grove Beach 
in Westbrook. Conceptual measures 
focused on reducing the magnitude and 
frequency of flooding within the area 
were identified and provided to the Town 
for future consideration. 
Town of Westbrook, CT (Non-escrow) 
- Inlands Wetlands and Waterway 
Standards & Application. Assisted in 
developing standardized checklists and 
application for the Inlands Wetlands 
and Waterway Commission. Developed 
standardized details for the Planning & 
DPW department for adaptation into the 
Town’s subdivision regulation and on- 
going town projects. 
Town of Westbrook, CT (Non-escrow) 
- FEMA & Community Rating System 
Funding. Works with town staff on 
FEMA related programs and community 
rating system (CRS) funding opportuni - 
ties. Currently working with the Planning 
department on a downtown revitaliza - 
tion Town Center project and Hazard 
Mitigation Plan review. Managing MS4 
related town responsibilities and present - 
ly developing concepts for a recreation 
parking area. Assets Planning depart - 
ment with grant development by provid - 
ing concept plans and cost estimate. 
City of Waterbury, CT - Chase Brass 
brownfield redevelopment project. 
Lead civil engineer responsible for 
designing and coordinating with a 
multi-disciplinary design team for the 
preparation of a full design package, 
which included the demolition, civil, 
environmental and renovation of the 
former 650,000 sf “Mile Long Mill” and 
power house building. Work included 
stormwater, pavement, demolition, and 
utility design. 
Coca-Cola Refreshments, Columbus, 
OH – Civil engineering. Project 
Manager for the design and permitting of 
the exterior improvements for a 3.5-acre 
plant building expansion and 14.5-acres 
of site improvements. Site improvements 
included the design of a 160 stall con - 
crete truck parking facility, landscaping, 
security enhancements, and City & pri - 
vate sidewalks. The design of utility ser - 
vices for these improvements included 
stormwater piping, retention pond, fire 
& domestic water lines, and process 
piping. Permitting include submissions 
to various departments’ within the City

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS to obtain approvals. The submissions 
included a Zoning Variance Request, 
Sidewalk and Vehicular Entrance (E-plan 
approval), Stormwater Compliance 
Approval, and a Site Compliance Plan 
submission. 
Coca-Cola Refreshments, Atlanta, GA 
– Civil engineering. Project Manager 
for the design and permitting of the exte - 
rior improvements to a 0.25 acre Cogen 
Facility contained within 0.5 acres of 
site improvements. The project included 
coordination with several disciplines as 
well as Georgia Power o quickly develop 
and permit a steam generating facility for 
the existing on-site production and office 
buildings. Responsibilities included the 
design of a stormwater system, layout 
of exterior equipment, landscaping, and 
obtaining City Approvals. 
Johnson & Wales University, 
Providence, RI – Parcel 7 parking lot 
design. Project Manager for the design 
of the University’s largest surface park - 
ing lot, which included master planning 
for approximately 13 acres of vehicle 
and bus parking, and a maintenance 
and truck wash facility. The use of LID 
techniques for stormwater treatment is 
incorporated into this project as required 
under the CRMC’s Urban Coastal 
Greenway Policy. Three LID techniques 
were evaluated for suitability, cost, and 
maintenance. Bio-retention ponds were 
selected as the LID technique to treat 
stormwater from the paved surfaces. 
Design of the first 4-acre phase is under 
way, which includes parking for 200 
vehicles and 30 buses. Additionally, the 
parking lot will serve as an environmen - 
tal cap over an area contaminated by 
its former industrial use as a train main - 
tenance facility. Permitting is underway 
with RI CRMC. 
Town of Westford, MA – Engineering 
review services. Served as Project 
Engineer for various peer reviews of 
private site developments, subdivisions, 
chapter 40B proposals, and offsite 
improvements in connection with site 
developments. Duties include review 
of erosion and sedimentation controls, 
grading, parking, stormwater manage - 
ment and hydraulic models, sanitary 
sewers, water distribution, groundwater 
resource protection, and general civil 
engineering, including the schedul - 
ing and coordination of subconsultant 
reviews for specified assessments 
including traffic, geotechnical, structural, 
and proposed blasting. In addition, 
attended public hearings with Project 
Manager for local zoning and planning 
boards, and conservation commission 
as necessary to assist with presenting 
findings and providing technical support 
for town. 
Town of Billerica, MA – Engineering 
review services. Served as Project 
Engineer for various peer reviews of 
private site developments, subdivisions, 
and offsite improvements in connection 
with site developments. Duties include 
review of erosion and sedimentation 
controls, grading, parking, stormwater 
management and hydraulic models, san - 
itary sewers, water distribution, ground - 
water resource protection, and general 
civil engineering, including the schedul - 
ing and coordination of subconsultant 
reviews. In addition, attended public 
hearings for local board of health and 
conservation commission as necessary 
to present findings and provide technical 
support for town. 
City of Leominster, MA – Engineering 
review services. Served as Project 
Engineer for various peer reviews of 
private site developments, subdivisions, 
and offsite improvements in connection 
with site developments. Duties include 
review of erosion and sedimentation 
controls, grading, parking, stormwater 
management and hydraulic models, 
sanitary sewers, water distribution, 
groundwater resource protection, and 
general civil engineering, including the 
coordination of subconsultant reviews. 
WR Grace, Concord, MA – Design 
services. Project Engineer to produce 
design documents for submission to the 
local conservation commission, state 
agencies, and Army Corp of Engineers. 
Design entailed the removal of contami - 
nated materials, measures to protect 
endangered species, and streambank 
restoration. 
Charles River Laboratories, 
Wilmington, MA – Research facility 
site development services. Project 
Engineer responsible for producing 
civil engineering design plans of a 
44,000-square-foot research center. 
Engineered site grading, utility design, 
and drainage design. Coordinated with 
external architects and mechanical engi - 
neers for proposed utility and building 
connections. 
Wal-Mart Supercenter, Northbridge, 
MA – Commercial development per - 
mitting and engineering services. 
Project Manager for permitting and engi - 
neering services for this 188,000-square- 
foot retail facility located on a 36-acre 
gravel pit. Engineered conceptual 
and final design plans. Assisted in the 
preparation of permitting documents. 
Engineered site grading, utility design, 
and drainage design. Prepared construc - 
tion documents and assisted with the 
bidding process. 
Johnson & Wales University, 
Cranston, RI – Grace Welcome 
Center permitting and site design. 
Project Manager for the permitting and 
site design of a new 8,000-square-foot 
admissions and welcome center. The 
site was designed with the building 
raised above existing grade to create 
continuity with the nearby community 
building and student-housing complex. 
Low-impact development (LID) tech - 
niques include subsurface infiltration of

COMMITMENT & INTEGRITY DRIVE RESULTS | woodardcurran.com stormwater. Approvals were obtained 
from the City of Cranston and the 
Providence Water Supply Board. The 
project is pursuing LEED certification. 
Construction began in the fall of 2009. 
Johnson & Wales University, 
Providence, RI – Rolo Student 
Services Building permitting and 
storm drainage system design. Project 
Engineer for the permitting and storm 
drainage system design associated 
with the renovation and expansion of a 
former manufacturing facility for use as 
a student services center. The project 
included design of underground infiltra - 
tion systems for roof and pavement 
runoff. Permits were obtained from the 
Narragansett Bay Commission and the 
Providence Water Supply Board. The 
project completed construction in 2008. 
Johnson & Wales University, 
Providence, RI – Center for Culinary 
Excellence site design and permitting. 
Project Engineer for the site design and 
permitting of a new 70,000-square-foot, 
4-story signature academic building for 
the University’s culinary arts program. 
The facility contains 25 laboratories and 
three dining rooms, and is targeting 
LEED silver certification. The brownfield 
site was part of the former Providence 
Shipyard and subsequent industrial 
activities prior to being purchased by the 
University, and is within the velocity zone 
of the coastal flood plain, requiring level 
one of the building to be approximately 
12 feet above existing grade. The project 
includes collection of roof runoff in a 
20,000-gallon storage tank with a pump - 
ing system for reuse in toilet flushing and 
landscaping. Permits were obtained from 
CRMC and NBC. Construction was com - 
pleted in 2009. 
W/S Wareham LLC, Wareham, MA – 
Commercial development permitting 
and design services. Project Engineer 
for permitting and site/civil design servic - 
es for this 750,000-square-foot, 70-acre 
commercial development. Produced 
special permit documents, variance 
submittals, cost estimates, layouts, and 
definitive subdivision plans. Coordinated 
and performed engineering deliverables 
for major tenants such as Lowe’s and 
Target. Maintained client relationship on 
a daily basis 
Stoneham Executive Center, 
Stoneham, MA – Commercial devel - 
opment site design services. Project 
Engineer for site design services for 
this commercial development at the 
former Boston Regional Medical Center. 
Engineered site grading, utility design, 
costs estimates, and drainage design. 
Prepared site plans and subdivision 
plans for the industrial park which 
included the design and layout for three 
45,000-square-foot office buildings and a 
120,000-square-foot parking garage on 
a 45-acre parcel. Project involved under - 
ground utility investigations and existing 
infrastructure assessment. 
National Amusements Inc. - New 
England – Theater conceptual and 
design plans. Project Engineer/Project 
Manager for conceptual and design 
plans for various theater sites throughout 
the Northeast. Provided construction 
inspection services at the NAI Seekonk, 
MA Showcase Cinema. Prepared 
conceptual plans for the NAI Atco, NJ 
Showcase Cinema. Created phasing 
plans for the NAI Revere, MA Showcase 
Cinema. 
Bay State Gas, Northampton, MA – 
Parking lot environmental remediation 
design. Project Engineer to produce 
design documents for the environmental 
remediation of an existing parking lot in 
the center of Northampton. Coordinated 
efforts with environmental engineers to 
determine cost-effective ways to relocate 
existing utilities and phase the project as 
to not interfere with the existing pedes - 
trian and vehicular traffic. 
Charles River Laboratories, 
Wilmington, MA – Research facility 
site development services. Project 
Engineer responsible for producing final 
design plans of this 44,000-square-foot 
research center. Engineered site grad - 
ing, utility design, and drainage design. 
Coordinated with outside architects and 
mechanical engineers for proposed utility 
and building connections. 
Rising Sun Townhomes, Providence, 
RI – Residential development 
stormwater management and permit - 
ting. Project Manager for stormwater 
management and permitting for this 
28-unit residential condominium develop - 
ment on a redeveloped parcel of land. 
Produced stormwater management 
and permit documents for submittal to 
state and city agencies. Managed client 
relationship, budget, and subcontractor 
responsibilities. 
Tockwotton Home, East Providence, 
RI – Residential development civil 
engineering and stormwater manage - 
ment services. Project Engineer for civil 
engineering and stormwater manage - 
ment services for this 148-unit assisted 
living facility on the Seekonk River. 
Produced site/civil design plans and a 
stormwater management report. 
Confidential Client, East Providence, 
RI – Residential development site/ 
civil and stormwater services. Project 
Engineer for site/civil and stormwater 
services for this 5-story condominium 
development on the Seekonk River. 
Responsible for producing site/civil 
design plans and a stormwater manage - 
ment report. 
Private Developer, Woburn, MA – 
Commercial development site layout. 
Project Engineer for site layout for this 
172,000-square-foot, 13-acre com - 
mercial development. Worked with the 
client to create site layout alternatives 
for all three tenants – Lowe’s Home

woodardcurran.com | COMMITMENT & INTEGRITY DRIVE RESULTS Improvement, Bertucci’s, and Red Roof 
Inn. Final design incorporated park - 
ing decks, retaining walls, and offsite 
improvements. Engineered site grad - 
ing, utility design, costs estimate, and 
conceptual layouts for various other pro - 
spective tenants. Engineered site plans, 
existing condition, and subdivision plans. 
Woodbridge Crossing, LLC, 
Stoughton, MA – Residential develop - 
ment site design. Project Manager for 
engineering the site design for a 192-unit 
comprehensive 40B residential devel - 
opment. Performed site grading, utility 
design, layout, and drainage design. 
Double J Realty Trust, Pembroke, 
MA – Subdivision permitting. Project 
Manager for the permitting of a 47-lot 
subdivision, including approvals from 
MEPA, National Heritage, Army Corp of 
Engineers, and the local planning board. 
Castlerock Development, Kingston, 
and Norwell, MA – Subdivision project 
management. Project Manager for a 
proposed 14-lot subdivision in Kingston 
and a 3-lot subdivision in Norwell 
Welch Associates, Easton, MA 
– Subdivision permitting. Project 
Engineer for a 44-lot subdivision. Project 
involved the submission of subdivision 
and special permit documents for this 
adult retirement community. 
Oak Point LLC, Middleboro MA – 
Adult retirement community construc - 
tion and design services. Project 
Engineer for various phases of construc - 
tion and design, including the prepara - 
tion of closed drainage design, site 
layout, roadway profiles, grading, and 
earthwork analysis. 
Dedham Reuse Committee, Dedham, 
MA – Landfill redevelopment concep - 
tual design. Project Engineer to assist 
in the production of conceptual design 
alternatives and cost estimates for the 
various recreational uses atop an exist - 
ing uncapped landfill. Duties included 
grading, cost estimating, and planning. 
City of Leominster, MA – Ballfield and 
hotel feasibility study. Project Engineer 
to assist in the production of a conceptu - 
al plan to construct a ballfield and hotel 
atop an existing capped landfill. 
Town of Billerica, MA – Sewer collec - 
tion system design and permitting. 
Project Engineer for the design and 
permitting of a 3-phase municipal sewer 
collection system. Assisted with the engi - 
neering and permitting of over five miles 
of sewer collection system and residen - 
tial service connections. 
West Elmwood Housing Development 
Corporation, Providence, RI – 
Westfield Townhomes permitting and 
site design. Project Engineer for the 
permitting and site design of 20 resi - 
dential townhouses as part of the rede - 
velopment of the former Rau Fastener 
Complex. The project provides afford - 
able housing in Providence’s largest 
neighborhood, the West End. Permits 
were required from the Providence City 
Plan Commission, the Narragansett Bay 
Commission, Providence Water Supply, 
and the Rhode Island Department of 
Environmental Management (RIDEM). 
Bayside Garage, Portland, ME – 
Parking garage site/civil engineer - 
ing services. Project Engineer for the 
7-story, 660-vehicle parking garage and 
20,000-square-foot retail/restaurant 
space. The project is being constructed 
as an integral component of the City’s 
Comprehensive Plan to redevelop 
the Bayside area into a dense, urban, 
mixed-use neighborhood. Assisted with 
the coordination of various consultants, 
procurement of local and state permits, 
and preparation of construction docu - 
ments. 
The Koffler Group, Warwick Neck, RI 
– Residential development permitting 
and site/civil design. Project Engineer 
for permitting and site/civil design of this 
60-acre multi-family townhouse develop - 
ment. Pursued permits from the Rhode 
Island Coastal Resources Management 
Council, RIDEM, the Warwick Planning 
Board, the Warwick Zoning Board, and 
other local authorities. 
Town of Scituate, MA – Proposed 
housing development review. Project 
Engineer for review of a proposed 
60-unit housing development on a sensi - 
tive site on land between Herring Brook 
River and State Route 3A. In addition 
to wetlands and resources, other issues 
of concern are traffic, density, building 
layout, recreational uses, circulation and 
pedestrian activities, and visual/scenic 
impacts. 
Town of Blackstone, MA – Proposed 
housing development review. Project 
Engineer for review of a proposed 144- 
unit 40B development project. The key 
issues in this review were the potential 
impacts to wetlands and vernal pool 
habitat; protection of a state-listed 
Heritage Tree; site design, density, and 
layout deficiencies; stormwater man - 
agement and drainage design; abutter 
impacts; site ingress and egress; and 
site grading and open space. Building 
scale and neighborhood impacts were 
also key considerations. 
Town of Westport, MA – Proposed 
subdivision engineering and wetlands 
review. Project Engineer for engineer - 
ing and wetlands review to ZBA and 
Conservation Commission for a pro - 
posed 96-unit single-family subdivision 
development. This project was originally 
submitted to the Board as a 300-unit 
multi-housing development plan includ - 
ing mixed uses and age-restricted units. 
Based on the detailed engineering and 
hydrogeological review performed by 
Woodard & Curran, the developer modi - 
fied the plan to reduce the density and 
convert it to a single-family housing 
subdivision. It was also redesigned to be

COMMITMENT & INTEGRITY DRIVE RESULTS | woodardcurran.com individual on-site private wells and septic 
systems in accordance with the Town’s 
Title V regulations. Site drainage design 
and stormwater management was also 
redesigned by the applicant in response 
to review comments to expand the stor - 
age capacity and improve runoff flows to 
minimize potential downgradient impacts 
to abutting properties, wetlands and 
surface waters, and roadways. Wetlands 
impacts were also evaluated for the 
Conservation Commission permit review. 
Confidential Pharmaceutical Client, 
NJ - Civil engineering. Project Manager 
for the Impoundment 8 operations facility 
re-development project. Responsible for 
engineering design, coordination of per - 
mitting, oversight of sub consultants, and 
procurement of construction services to 
develop the facility. The project required 
a Stormwater management design in 
accordance with New Jersey stormwater 
standards and development of a 
stormwater pollution prevention plan. 
Design and procurement of maintenance 
and hazardous waste material storage 
buildings and structures were included in 
the facility. 
Confidential Pharmaceutical Client, 
NJ - Civil engineering. Project Engineer 
for various project on the project site. 
These projects included:Basin 98: 
Responsible for the coordination of the 
engineering design of hydraulic pumps 
and platform.Emergency Sluice Gate: 
Responsible for designing the repair 
of the emergency sluice gate which 
included procurement of materials and 
responding to contractor request for 
information.PW2 Platform: Responsible 
for the coordination of the engineering 
and procurement of the platform struc - 
ture. 
Confidential Client, Everett MA – 
Metals recycling facility. Project 
Manager responsible for developing and 
designing a enhanced stormwater man - 
agement system that will remove metals 
and pollutant loadings in order to meet 
EPA bench mark criteria. The design 
included development of a complex 
stormwater treatment train, Stormwater 
sampling analysis, historical rain data 
development, interaction with stormwater 
vendors, and use of stormwater storage 
and pump station system to meet Client 
goals.

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

Wood Hole Group
KIRK F. BOSMA 
Revised: 01/14 4 
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.

Woods Hole Group
PROFESSIONAL PROFILE 
MITCHELL A. BUCK, M.C.E., B.S., P.E. 
Coastal Engineer 
Fields of Expertise 
Developing and implementing a wide range of field data
collection programs, analysis of collected data, and the
application of the results within numerical models for coastal
management and design projects. Typical projects include
elements of coastal structure design, beach nourishment,
sediment transport, inlet stability, water quality, tidal marsh
restoration, and dredging. Extensive experience utilizing
software packages and programming languages to present,
analyze, and solve engineering and scientific problems.
Collecting terrestrial and bathymetric data with surveying
equipment including RTK GPS, total stations, and echosounders.
Proficient with oceanographic instrumentation including tide
gauges, ADCPs, and CTDs. Utilization of GIS and other
geospatial software packages. Developing and implementing
environmental monitoring programs that include the collection
of sediment, surface water, groundwater, and biological samples. 
Higher Education 
M.C.E. Civil Engineering-University of Delaware (2007)
B.S. Environmental Engineering-Johns Hopkins
University (2005) 
Employment History 
2007-Present Coastal Engineer, Woods Hole Group
2005-2007 University of Delaware (Teaching and Research
Assistant) 
Professional Licensing 
P.E., Professional Engineer, Massachusetts License #51147 
Certificates of Training 
OSHA HAZWOPER Site Supervisor
The Complete Ground-water Sampling Field Course
First Aid & CPR Certified
SCUBA Certified 
Qualifications Summary 
 More than 6 years of diverse
professional experience in
the fields of coastal sciences
and engineering, numerical
modeling, project
management, field collection
programs, sediment
transport, and littoral
processes 
 Background in coastal
engineering relating to the
application numerical
modeling to beach profile
change. 
 Additional background in
environmental engineering
including fluid mechanics,
chemistry, ecology, decision
analysis, and water resources
and treatment. 
 Numerical model experience
with STWAVE, RMA2,
SBEACH, CORMIX,
CSHORE, GENESIS, HEC-
RAS, ACES, DYNLET,
EXTRM2, and CHAMP 
 Proficient with MATLAB,
ArcGIS, and SMS. 
 Implementing and managing
environmental monitoring
and field sampling
programs. 
 Survey data acquisition,
processing and interpretation
(both bathymetric and
terrestrial) using HYPACK
and Trimble software
packages 
 Strong written and verbal
communication skills

Woods Hole Group
MITCHEL A. BUCK 
Revised: 06/2014 2 
Key Projects 
Bay View Pond Tidal Restoration Project, West Yarmouth, MA – Project Manager 
The Bay View Pond system includes a pond and tidal marsh that is subject to poor drainage and
limited tidal exchange with Lewis Bay due to inlet shoaling and clogging of the culvert.
Designed and implemented a field data collection program, and then utilized data with an
analytical hydrodynamic model to evaluate the system and potential alternatives for restoring the
system. The field data collection program included the collection of topographic and
bathymetric data in addition to the deployment of three tide gauges to define the tidal regime
throughout the system. Used this data within an analytical hydrodynamic model to calculate the
amount of tidal prism restoration for each alternative. Estimated sediment transport rates along
the beach in order to perform inlet stability calculations. Evaluated alternatives based upon the
amount of tidal prism restored to the pond and the stability of the inlet. 
Bucks Harbor Former Air Force Radar Tracking Station and Former
Ground/Air/Transmitter/Receiver Site, Machiasport, Maine – Project Manager 
The site is a former Air Force Radar Tracking Station and Ground/Air/Transmitter/Receiver site
that has Volatile Organic Compounds (VOCs) contamination in the groundwater. The Woods
Hole Group currently monitors for Volatile Organic Compounds (VOCs) contamination in both
monitoring and drinking water wells for the U.S. Army Corp of Engineers (USACE) since 2010.
In 2012, the USACE optimized the monitoring program based on Woods Hole Group
recommendations and analysis. In addition, Woods Hole Group oversaw the installation of
Water FLUTe Systems in several wells for allowing for discrete sampling from specific zones
and isolating fractures in the borehole. Drafted the Sampling and Health and Safety Plan
(HASP) documents. Lead the field team in tasks including monitoring well sampling, pore water
sampling, and residential water sampling. Analyzed data and wrote reports and notifications
letters for landowners. Laboratory VOC results were built into the historical USACE database
using ADR software. 
Silver Sands, Milford, CT –Engineer/Modeler 
Performed a coastal engineering assessment of Great Creek outlet (flow control structure/tide
gate) at Silver Sands State Park in Milford, Connecticut that included coastal processes
assessment, water level data collection, wave transformation modeling, and sediment transport
modeling. Lead the field effort in deploying tides gauges in the creek and Long Island Sound to
characterize water levels over a full lunar cycle. Developed a wave simulation model using
STWAVE to generate a local wave climate to assess the erosive conditions of the beach. Wave
model input was based on historical wind and wave data, tide data from instruments, and
bathymetric data from published data sources. Wave simulation was used to development
sediment transport conditions for the beach and perform an inlet stability analysis to assess the
feasibility of proposed alternatives for the outlet structure.

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MITCHEL A. BUCK 
Revised: 06/2014 3 
Key Projects (continued) 
Glenburn Former Ground to Air Transmitter Site, Glenburn, Maine – Project Manager 
The site is a former Air Force Ground to Air Transmitter site that has Volatile Organic
Compounds (VOCs) contamination in the groundwater. The Woods Hole Group currently
monitors for Volatile Organic Compounds (VOCs) contamination in both monitoring and
drinking water wells for the U.S. Army Corp of Engineers (USACE) since 2010. Drafted the
Sampling and Analysis Plan (SAP) as well as the Health and Safety Plan (HASP) documents for
the biannual groundwater and residential water-monitoring program in conjunction with U.S.
Army Corps of Engineers. Lead the field team in tasks including monitoring well sampling, pore
water sampling, and residential water sampling. In addition, electronic water level loggers
deployed in wells were maintained and the data downloaded. Analyzed data and wrote reports
and notifications letters for landowners. Laboratory VOC results were built into the historical
USACE database using ADR software. 
Stony Brook, Brewster, Massachusetts – Lead Engineer 
Conducted a post-construction hydraulic study of the Stony Brook Marsh system intended to
evaluate the effects of the culvert replacement to restore tidal flow to the salt marsh on the south
side (upstream) of Route 6A. Lead the field effort in collecting elevation data using real-time
kinematic (RTK) GPS surveying techniques and deploying six tides gauges at various locations
in the marsh system to characterize water levels over a full lunar cycle. Processed and analyzed
the collected data and compared with the pre-construction water level data collected in 2007.
The results showed that the tidal dampening caused by the old culvert has been successfully
mitigated as the tidal amplitude increased upstream of the culvert while the phase lag between
the upstream and downstream locations was reduced. 
Lake Wequaquet, Barnstable, Massachusetts - Engineer 
Lake Wequaquet experiences seasonal eutrophic conditions due to excessive nutrient loadings to
the lake. Lead the field effort to collect shallow groundwater samples along the shoreline using
shallow piezometers to determine phosphorus and nitrogren loading from groundwater to the
lake. Sampling was performed on a seasonal basis to determine seasonal variation in
groundwater nutrient loading. Analyzed data to determine where and when excessive nutrient
loading was occurring and compared against other sources such as rain and background levels. 
The results of the data collection effort were used to estimate the groundwater discharge of
phosphorus to the lake, which would be used in the context of developing a management for the
lake. 
Restoration of Bride Brook Marsh System, East Lyme, Connecticut - Engineer 
Assisted in a data collection program to assess potential restoration of a tidal salt marsh located
in Rocky Neck State Park by improving an existing culvert controlling flow into the marsh. Tide
data was collected via Seabird instruments deployed for a 30 day period to record conductivity,
temperature, density and pressure to assess tidal conditions to assess the tidal conditions. Tide
data was used to drive a hydrodynamic model DYNLET to understand the existing conditions
within the tidal marsh and assess alternatives.

Woods Hole Group
MITCHEL A. BUCK 
Revised: 06/2014 4 
Key Projects (continued) 
Sengekontacket Pond ENF/EIR, Town of Edgartown, Massachusetts – Engineer/Modeler 
Developed a wave simulation model using STWAVE to generate a local wave climate to assess
the erosive conditions of the beach at Sengekontacket for the town of Edgartown. Wave model
input was based on historical wind data, tide data from instruments, and bathymetric data from
published data sources. Wave simulation was used to development sediment transport
conditions for the beach to understand the erosion taking place. 
Dilution of Marafiq IWWTP Discharge to Red Sea, Al Farsh, Saudi Arabia –
Engineer/Modeler 
Assessed the feasibility of increasing the discharge volume and contaminant concentration for
the Industrial Wastewater Treatment Plant (IWWTP) discharge into the Red Sea for the Power &
Water Utility Company of Jubail & Yanbu (Marafiq). Concerns of negative water quality
impacts. Data collected from previous studies were used to determine the necessary mixing zone
sizes that would be required to meet the regulatory criteria. Implemented the plume model
CORMIX to simulate plume characteristics both in a discharge canal and the surrounding waters. 
Publications and Presentations 
Buck, M., Kobayashi, N.K., Payo, A., and B.D. Johnson. “Berm and dune erosion during a
storm.” CACR-07-03, Center for Applied Coastal Research, University of Delaware,
Newark, Delaware.
Buck, M., Kobayashi, N.K., Payo, A., and B.D. Johnson. 2008. “Berm and Dune Erosion.”
International Conference on Coastal Engineering 2008”, Hamburg, Germany.

Woods Hole Group
PROFESSIONAL PROFILE 
M. LESLIE FIELDS, CFM, M.S., B.S. 
Coastal Geologist/Marine Environmental Analyst 
Professional Affliations 
Association of State Floodplain Mangers (2014)
Marine Outreach Guidance Group, Woods Hole Oceanographic
Institution Sea Grant Program (June 1999 – present)
Member Falmouth Conservation Commission (1990 – 1997) 
Fields of Expertise 
Shoreline change analyses, coastal hazard evaluation, GIS
development, environmental impact analyses, coastal wetland
delineation, sediment transport analyses, tidal inlet
hydrodynamics, nearshore wave propagation analyses, storm
surge analyses, and permitting (local, state, and federal). 
Higher Education 
M.S. Coastal Geology-Rutgers University (1984)
B.S. Geology-Southern Methodist University (1981) 
Employment History 
1989-Present Woods Hole Group, Inc.
2003-2004 Massachusetts Coastal Zone Management
1984-1989 U.S. Army Corps of Engineers, CERC
1981-1984 Rutgers University
1980-1981 Sun Energy and Development Co. 
Key Projects 
Technical Evaluation of Preliminary 2013 FEMA FIRMs for
the Towns of Scituate, Marshfield, and Duxbury, MA –
Project Manager 
Managed projects for the Towns of Scituate, Marshfield, and
Duxbury to perform coastal hydrologic and hydraulic evaluations
of preliminary FEMA FIRMs released in May 2013. The work
included assessment of 100-yr stillwater elevations, offshore
wave conditions, and wave setup criterion utilized by FEMA in
the coastal modeling. Woods Hole Group worked with the
communities to select specific transects for detailed evaluation
using FEMA’s models and methods for erosion, PFD delineation,
overland wave transformation, wave runup, and overtopping.
Results from the analyses were used to update the flood zone and
BFE mapping shown on the preliminary FIRMs. The work was 
Qualifications Summary 
 Over 25 years of experience
in multi-jurisdictional
environmental studies 
 Specializes in environmental
studies of coastal and marine
projects, including resource
and existing conditions
surveys, impact analyses,
flood zone mapping, and
mitigation/restoration
planning for climate change 
 Experience with field data
collection of sediments,
water, plants, fish, and
benthic infauna for
environmental studies, and
with laboratory services
required to analyze such
samples 
 Skilled at utilizing GIS and
database technology to
display and analyze spatially
related data for coastal and
marine projects 
 Extensive experience with
local, state, and federal
permitting of coastal
projects 
 Strong written,
communication, and
organizational skills,
including expert testimony

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 2 
Key Projects (continued) 
performed on an accelerated schedule and resulted in an appeal to FEMA for revisions to the
FIRMs. The appeal is currently under review by FEMA. 
Technical Evaluation of Preliminary 2013 FEMA FIRMs for areas in Barnstable County,
MA – Project Manager 
Managed three (3) separate projects in Barnstable County to perform coastal hydrologic and
hydraulic evaluations of preliminary FEMA FIRMs released in May 2013. The work included
sites in the Towns of Chatham, Barnstable, and Falmouth. Elevations for the 100-yr stillwater
conditions, offshore wave conditions, and wave setup criterion utilized by FEMA in the coastal
modeling were evaluated. FEMA’s models and methods for erosion, PFD delineation, overland
wave transformation, wave runup, and overtopping were used to assess the 100-yr flood conditions
at each site. Results from the analyses indicated that an appeal of the preliminary FIRMs was
warranted for the Chatham site, but not for the sites in Barnstable or Falmouth. An appeal was
filed with FEMA by the necessary deadline showing revisions to the flood zone and BFE mapping
in Chatham. Upon review, the appeal was accepted by FEMA and the map revisions will be
reflected in the effective maps when they are released. 
Risk and Vulnerability Assessment for the Martha’s Vineyard Hospital, Oak Bluffs, MA;
Board of Trustees MV Hospital and MV Commission - Project Manager/Floodplain Analyst 
Managed and conducted an extensive risk and vulnerability assessment for reconstruction of the
Martha’s Vineyard Hospital. The analysis considered risks of the existing hospital site to various
natural hazards including storm surge, flooding, wind, snowfall, wildfire, coastal erosion, sea-level
rise, and earthquakes. Vulnerability of the site and impacts to critical hospital services were
considered. Results from the risk and vulnerability analysis were used to provide
recommendations for reconstruction of the hospital facilities. 
Town of Palm Beach Technical Review of Proposed Coastal Management Program; Town of
Palm Beach – Coastal Geologist 
Worked on the WHG team to conduct a technical review of the Palm Beach CCMP. Reviewed a
broad range of reference documents and data describing the history of coastal management and
coastal processes at Palm Beach. Developed island-wide recommendations for inlet management,
evaluation of beach nourishment project performance and feeder beach strategies, sand source
alternatives, maintenance of coastal structures, and protection of hardbottom resources. A
selection of shore protection alternatives were also evaluated in terms of performance and value to
help formulate recommendations for improved coastal management. 
Investigation of Upland, Beneficial Reuse, and Sediment Dewatering Sites for Dredged
Materials Management in Long Island Sound; US Army Corps of Engineers –
Environmental Scientist 
Conducted investigations at 104 upland, beneficial reuse, and sediment dewatering sites for
potential dredged materials management in the Long Island Sound area. Site summaries provided
information on general location, ownership, surrounding land use, zoning, wetland resources,
proximity to habitat for rare and endangered species, sediment type, site access, and staging areas.
Conceptual engineering designs were evaluated and site capacities were determined.

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 3 
Key Projects (continued) 
Management of the New Bedford Harbor Superfund Site Environmental Management
Information System; US Army Corps of Engineers – Project Manager 
Served as project manager for the New Bedford Harbor superfund site information system
containing environmental measurements and geographic information generated for contaminant
identification, delineation, and regulatory compliance during the Corps remediation activities. The
information management system incorporates an Oracle environmental database, a web-based
front-end that provides data access for project team members, and data management methods and
procedures for quality assurance and data validation. The database holds over 300,000 analytical,
biological, toxicological, and geotechnical results generated by a team of field and laboratory
contractors. 
Comprehensive 10-Yr Permitting for Town of Falmouth Dredging and Beach Nourishment
Projects; Town of Falmouth – Project Manager 
Managed a project for the Town of Falmouth Harbormaster and Department of Public Works
offices to secure comprehensive 10-yr permits for dredging and beach nourishment throughout the
town. The purpose of the project was to consolidate and manage environmental permits for 25
dredging and beach nourishment sites associated with maintenance of the Town’s waterways,
harbors, salt ponds, and public beaches. The work involved sediment sampling and analyses,
wetland delineation, impact analyses, plan preparation, and permitting. Applications were secured
from the appropriate local, state, and federal agencies. 
Coordination, Design, and Permitting for the Vineyard Haven Harbor Dredging and Beach
Nourishment Project; Town of Tisbury- Project Manager/Coastal Scientist 
Coordinated, designed, and permitted a dredging and beneficial reuse beach restoration project in
Vineyard Haven Harbor, Martha’s Vineyard. Shoaling at the western entrance to Vineyard Haven
Harbor created problems for navigation and threatened water quality in the Inner Harbor. Sandy
dredge material was permitted for restoration of critically eroded beaches. Work on the project
included preparation and filing for the full range of environmental permits from local, state, and
federal agencies. 
Evaluation of Beach Replenishment Alternatives for Narragansett Beach, Rhode Island;
Town of Narragansett – Project Manager/Coastal Scientist 
Managed a project to evaluate a range of alternatives for beach replenishment at Narragansett
Town Beach. Erosion of the beach has historically been managed by trucking in small quantities
of sand immediately prior to the summer beach season. The Town was interested in identifying
longer-term solutions that would enhance the recreational resource and provide improved storm
damage protection. This project evaluated quantities of sand needed for various beach
nourishment scenarios involving different berm widths, elevations, nearshore slopes, and beach
lengths. Levels of storm protection and project performance were evaluated. Potential sand
sources and associated construction costs were also identified, and permitting requirements were
addressed.

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 4 
Key Projects (continued) 
Development of a Plan to Address Beach Erosion at Chapin Beach, Dennis, MA; Town of
Dennis – Coastal Geologist 
Worked to develop a plan addressing long-term erosion at the Town of Dennis public beach area
known as Chapin Beach. Concern over high erosion rates along the barrier beach prompted the
Town to commission a study of causes and potential remedial actions. The work involved
mapping of critical resources, analysis of historical shoreline change, investigation of site specific
erosion processes, as well as an analysis of alternatives for mitigating the erosion. Planning level
cost estimates and regulatory requirements for a series of recommended solutions were identified. 
Preparation of a Waterways Asset and Resources Master Plan for Dredging and Beach
Nourishment for the Town of Dennis, MA; Town of Dennis – Project Manager/Coastal
Scientist 
Documented existing conditions and management practices at the four waterways and eight
primary public beach sites within the Town of Dennis. The project resulted in a master plan for
dredging activities in the waterways, as well as associated beach nourishment to restore the public
coastal resources. Available information from town records and permit documents was used to
evaluate dredging needs and environmental resources in the different waterways. The beach sites
were evaluated using a combination of information from town records, permit documents, State
and Federal agencies, and survey data collected specifically for this study. Recommendations
were developed and prioritized for improved management of the Towns waterways and beach
resources. 
Beach Management Plan for Town of Falmouth Public Beaches; Office of the Town Manager
and Falmouth Beach Committee - Project Manager/Coastal Scientist 
Managed and prepared a comprehensive Beach Management Plan for 10 public beaches in the
Town of Falmouth. The project involved collection of beach profile data, sediment analyses,
resource area delineations, and infrastructure assessments. Dominant coastal processes, directions
of sediment transport, historical shoreline change, and history of human alterations were all
addressed. Recommended management activities were provided for infrastructure maintenance,
beach monitoring, routine maintenance, restoration activities, education, enforcement, and fund
raising. Results from the Beach Key Projects Management Plan were used to file for and secure a
local permit from the Falmouth Conservation Commission for a number of the recommended
management activities. 
Coordination, Design, and Permitting for the Menauhant Beach and Dune Restoration
Project, East Falmouth, MA; Town of Falmouth - Project Manager/Regulatory Specialist 
Coordinated, designed, and permitted a beneficial reuse dune and beach restoration project at
Menauhant Beach in East Falmouth. Through extensive interagency coordination and cooperation,
the Town of Falmouth was able to secure sand from a nearby dredging project that created a
deepwater port in Great Harbor Woods Hole for a new NOAA research vessel. Dredged sand was
dumped at a temporary, nearshore rehandling site offshore of Menauhant Beach, and then
hydraulically pumped to Menauhant public beach to form a protective dune. The project required
the full range of environmental permits from local, state, and federal agencies. Coordination

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 5 
Key Projects (continued) 
between local Town of Falmouth representatives, DEP regulatory officials, the Barnstable County
Dredge office, NOAA, and USACE project managers was required to construct this beneficial
reuse project. 
Environmental Impact and Risk Assessments for Proposed Natural Gas Pipelines Offshore
of Trinidad and Tobago; National Gas Company of Trinidad and Tobago Limited - Project
Manager/Environmental Analyst 
Managed a large-scale environmental impact and risk assessment project for two proposed natural
gas pipelines offshore of Trinidad and Tobago. The work involved extensive field data collection
and laboratory analysis of oceanographic, coastal, and terrestrial data. Detailed descriptions of the
projects were provided along with alternatives analyses, existing conditions reports, and
environmental impact analyses. Recommendations were provided to the project applicant and the
regulatory agencies of Trinidad and Tobago for minimizing adverse impacts and for long-term
monitoring. 
Analysis of Historical Shoreline Change and Management Alternatives for Nauset Beach,
Orleans, MA; Orleans Parks and Beaches Department - Project Manager/GIS Analyst 
Managed and performed a comprehensive analysis of shoreline change and management
alternatives for Town of Orleans public beach areas located on Nauset Beach. The project
involved a quantitative analysis of historical shoreline change using ArcGIS, as well as an analysis
of barrier breaching and inlet formation. Results from the study were utilized to develop
recommendations for short- and long-term management of the public beach facilities and the
extensive off-road vehicle trails and barrier spit to the south. 
Design, Environmental Impact Analysis and Permitting for Chapoquoit Beach
Replenishment, West Falmouth, MA; Chapoquoit Associates - Project Manager/Coastal
Geologist 
Managed a large private/public partnership project to replenish eroding beaches along the
Chapoquoit Beach section of West Falmouth, MA using sand dredged from the Cape Cod Canal
by the US Army Corps of Engineers. The project involved detailed design computations for the
replenishment, as well as wave and sediment transport modeling to evaluate spreading and
potential impacts of the project. Extensive project management was required to facilitate
permitting on a fast track basis and to coordinate construction with the USACE’s schedule. 
Design, Environmental Impact Analysis, and Permitting for the Centerville River Dredging
Project, Centerville, MA; Town of Barnstable - Project Manager/Coastal Geologist 
Managed a large-scale municipal project to dredge the Centerville River for the purposes of
improving navigation. This project involved extensive field investigations of the physical
environment, biology, wetland resources, and sediments within the river. The nature of the
sediments required identification of two types of reuse sites for the dredged material. The design
included beach replenishment at the adjacent barrier beach for the sand sized material, and a
variety of upland reuse sites for the fine-grained sediments. The project required the full range of
environmental permits from local, state, and federal agencies.

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 6 
Key Projects (continued) 
Design, Environmental Impact Analysis, and Permitting for the Mashpee River Dredging
Project, Mashpee, MA; Town of Mashpee - Project Manager/Coastal Geologist 
Managed a large-scale municipal project to dredge the Mashpee River for the purposes of
improving navigation. This project involved extensive field investigations of the physical
environment, biology, wetland resources, and sediments within the river. A detailed alternatives
analysis was performed to identify potential dewatering and beneficial reuse sites. The fine-
grained nature of the proposed dredge sediments coupled with the lack of nearby staging sites for
dewatering and storage has presented a number of unique and difficult challenges to this project.
The WHG is currently working with the Town of Mashpee to identify and scope several alternative
technologies for dredging and dewatering the sediments. 
Federal Emergency Management Agency (FEMA) Flood Insurance Restudy for the Town of
Hampton, NH, FEMA - Project Manager/Coastal Geologist 
Performed and managed a Flood Insurance Restudy (FIS) for the Town of Hampton, NH. This
project involved updating the FEMA Flood Insurance Rate Maps (FIRM) for the Town of
Hampton by re-establishing the flood zone boundaries. Numerical models were utilized to
simulate nearshore wave transformation and wave runup, and were combined with estimates of
erosion potential to determine the location of the flood zones. The FIRMs were updated using
quantitative information on waves, wave runup, and flooding, and were graphically displayed
using GIS techniques. 
Assessment of Sand Resources in Northern and Central San Francisco Bay, CA; Hanson
Aggregates - GIS Analyst 
Worked with a team of WHG professionals to assess sand resources in Northern and Central San
Francisco Bay, and to evaluate Hanson Aggregate and RMC leased sand borrow regions to
determine their viability as a renewable sand resource. The work was accomplished using
available hydrodynamic, geophysical, sediment, and geological data as well as digital terrain
modeling tools available with the GIS software ArcInfo. Historical changes in bottom topography
were evaluated using an acoustic survey of the bedrock surface, coupled with NOS bathymetric
surveys and a high resolution multibeam survey collected by the USGS. Isopach maps showing
changes in sediment thickness were generated and used to compute variations in sediment volume
within specified borrow sites. 
Historical Shoreline Change Analysis: Western Town Line to Horton Point, Southold, NY,
Town of Southold - Project Manager/Coastal Geologist 
Managed and performed a comprehensive historical analysis of a 10-mile segment of shoreline
within the western portion of the Town of Southold, NY. The analysis was performed using
historical T-sheets, traditional aerial photography, and low-altitude, high-resolution digital
photography. Rates of shoreline change were computed at 100-ft intervals throughout the study
area. The impacts of shoreline protection structures and storms on the historical rates of shoreline
change were evaluated. Estimates of longshore sediment transport rates were obtained from the
shoreline data.

Woods Hole Group
M. LESLIE FIELDS 
Revised: 03/2014 7 
Key Projects (continued) 
Beach Nourishment Design, Permitting, and Oversight at Long Beach, Centerville, MA,
Long Beach Association, Inc. - Project Manager/Coastal Geologist 
A beach nourishment project was designed and permitted at Long Beach, Centerville, MA to
alleviate long-term erosion of the shoreline and to provide improved storm damage protection and
flood control. The beach was designed with a berm elevation of +9 ft MLW and a width of 100 ft.
Sediment was dredged from shoals seaward of the East Bay tidal inlet, and hydraulically pumped
to Long Beach. Approximately 2,100 ft of beach was nourished with 60,000 cubic yards of clean,
compatible sand. This was a multi-disciplinary project involving analysis of coastal processes,
environmental sensitivity, coordination with regulatory officials and marine contractors, and
management of project funds. 
Federal Emergency Management Agency (FEMA) Flood Insurance Restudy for the Town of
Greenwich, CT, FEMA - Project Manager/Coastal Geologist 
Performed and managed a Flood Insurance Restudy (FIS) for the Town of Greenwich, CT. This
project involved updating the FEMA Flood Insurance Rate Maps (FIRM) for the Town of
Greenwich by adding the effects of wave runup to the designation of flood zone boundaries.
Numerical models were utilized to simulate nearshore wave transformation and wave runup, and
combined with estimates of erosion potential to determine the location of flood zones. The FIRMs
were updated using quantitative information on waves, wave runup, and flooding, and were
graphically displayed using GIS techniques. 
Sediment Transport Study - Evaluation of Causeway on Coastal Processes, Westport, MA,
Massachusetts Department of Environmental Management - Coastal Geologist 
Team member involved in a comprehensive evaluation of regional sediment transport processes
along Horseneck Beach, Gooseberry Neck, East Horseneck Beach, and Little Beach in the Towns
of Westport and Dartmouth, MA. Sediment transport patterns and alternatives for beach
stabilization were evaluated along with various management and engineering alternatives for the
causeway connecting Gooseberry Neck to the mainland. The historical evolution of the coastal
system was evaluated, and an analysis of shoreline change was performed using historical maps
and aerial photography. A combination of field data and numerical modeling was used to provide
a detailed evaluation of the littoral processes. Nearshore wave transformation was modeled to
provide the necessary data to drive the longshore sediment transport model. Cross-shore sediment
transport was also modeled and combined with the longshore sediment transport model results to
provide an estimate of the net annual longshore sediment transport. 
Technical Reports 
54 
Publications and Presentations 
11

ATTACHMENT 3: COUGHLIN PARK – HISTORICAL SHORELINE
CHANGE FROM 1844-2009

Coughlin Park - Historical Shoreline Change from 1844 - 2009

Shoreline Change Transects

High Water Shorelines (1800s-2009)
of 1844 - 1897

1909 - 1938
1943 - 1969

#1970 - 1982

71994

7 2000

72001

(72007 - 2009

Massachusetts Municipal Boundaries

Lines
Towns

JZ Interstate
7 Coast

Geographic Place Names - Hypsographic
Features

YIRRELL BEACH

tae

Ear

ATTACHMENT 4: HURRICANE INUNDATION MAP

Attachments: Hurricane Inundation Map 
Figure 1: Winthrop Basemap (Data from MassGIS MORIS Maps) Figure 2: Map of Winthrop with Hurricane Surge Inundation Scenarios (Data from MassGIS MORIS Maps)

ATTACHMENT 5: NFIP FLOOD INSURANCE RATE MAP

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ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ
ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ
ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ
ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ ˇ

The text goes on. The rest is in the file.