Coastal Flood Resilience Design Guidelines
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Fort Point Channel Watersheet Activation Plan
Fort Point Channel Watersheet Activation Plan APPENDICES Appendix F: Interim Presentation Slides Goody, Clancy & Associates 1 Fort Point Channel Watersheet Activation Plan Introductiiion to the Plllanniiing Process Presentation: Boston Publlliiic Liiibrary, Copllley Square GC March 31, 2001 &A 1 2 3 4 5 • Complete the vision • Strengthen the working partnership • Provide a strong planning framework and tools 6 7 Fort Point Channel Watersheet Activation Plan Preliminary Findings and Analysis May 3, 2001 Boston Redevelopment Authority Fort Point Channel Working Group Fort Point Channel Abutters Group Goody, Clancy & Associates Goals for This Meeting • Review of Progress to Date • Presentation of Preliminary Findings •Recommendations for Next Steps 1 Review of Progress to Date • Baseline Plan • Interviews/Working Group Meetings • Waterfront Center Presentation at Boston Public Library • Public Charrette at Federal Reserve Bank Baseline Plan – Basic Facts • Channel is approximately 1 mile long • Approximately 1000 linear feet of public access now • 3500 linear feet of additional public access within 2-3 years; substantial opportunities for further major increases in access • Link of Harborwalk to future South Bay Harbor Trail creates promise of linking the water to inland neighborhoods 2 Baseline Plan --2 • Potential uses of basins shaped by public accessibility, water depths, bridge constraints (varying from 4-16 feet at MHW) • Uses of water linked to water quality—MWRA CSO project will improve Channel water quality with initial benefits -
Felixstowe Central and South
Management Responsibilities SCDC: Fel 19.1 to Fel 19.3 SCDC Assets: Fel 19.1 Reinforced concrete block revetment with groynes, rock armour revetment in front of concrete wall, two fishtail breakwaters Fel 19.2 Concrete seawall with rock groynes, concrete splash wall, mass concrete seawall with promenade, timber groynes with concrete cladding Fel 19.3 Mass concrete sea wall with promenade, timber groynes with concrete cladding EA: Fel 19.4 to Fel 20.1 (with flood wall responsibility in SCDC frontages) EA Assets: Fel 19.2 / 19.3 Secondary flood wall Fel 19.4 Manor Terrace sea wall, concrete block-work revetment with toe piling, Landguard Common sea wall with concrete apron SMP Information Area vulnerable to flood risk: Approx. 7,017,000m² No. of properties vulnerable to flooding: 1071 Area vulnerable to erosion: Approx. 640,000m² (2105 prediction – no defences) No. of properties vulnerable to erosion: 111 Vulnerable infrastructure / assets: Felixstowe Leisure Centre, Bartlet Hospital, Felixstowe Docks, Martello Tower, Landguard caravan park, Harwich Harbour Ferry, Landguard Common, Landguard Fort, Orwell Estuary, Stour Estuary SMP Objectives To improve Felixstowe as a viable commercial centre and tourist destination in a sustainable manner; To protect the port of Felixstowe and provide opportunities for its development; To develop and maintain the Blue Flag beach; To maintain flood protection to residential properties; To maintain a high standard of ongoing defence to the area; To maintain existing facilities essential in supporting ongoing regeneration; To integrate maintenance of coastal defence, while promoting sustainable development of the hinterland; To maintain the historical heritage of the frontage; To maintain biological and geological features of Landguard Common SSSI in a favourable condition. -
URBAN COASTAL FLOOD MITIGATION STRATEGIES for the CITY of HOBOKEN & JERSEY CITY, NEW JERSEY by Eleni Athanasopoulou
©[2017] Eleni Athanasopoulou ALL RIGHTS RESERVED URBAN COASTAL FLOOD MITIGATION STRATEGIES FOR THE CITY OF HOBOKEN & JERSEY CITY, NEW JERSEY By Eleni Athanasopoulou A dissertation submitted to the Graduate School- New Brunswick Rutgers, The State University of New Jersey In partial fulfillment of requirements For the degree of Doctor of Philosophy Graduate Program in Civil and Environmental Engineering Written under the direction of Dr. Qizhong Guo And approved by New Jersey, New Brunswick January 2017 ABSTRACT OF THE DISSERTATION URBAN COASTAL FLOOD MITIGATION STRATEGIES FOR THE CITY OF HOBOKEN & JERSEY CITY, NEW JERSEY by ELENI ATHANASOPOULOU Dissertation Director: Dr. Qizhong Guo Coastal cities are undeniably vulnerable to climate change. Coastal storms combining with sea level rise have increased the risk of flooding and storm surge damage in coastal communities. The communities of the City of Hoboken and Jersey City are low-lying areas along the Hudson River waterfront and the Newark Bay/Hackensack River with little or no relief. Flooding in these areas is a result of intense precipitation and runoff, tides and/or storm surges, or a combination of all of them. During Super-storm Sandy these communities experienced severe flooding and flood-related damage as a result of the storm surge. ii Following the damage that was created on these communities by flooding from Sandy, this research was initiated in order to develop comprehensive strategies to make Hoboken and Jersey City more resilient to flooding. Commonly used flood measures like storage, surge barrier, conveyance, diversion, pumping, rainfall interception, etc. are examined, and the research is focused on their different combination to address different levels of flood risk at different scales. -
Boston Harbor South Watersheds 2004 Assessment Report
Boston Harbor South Watersheds 2004 Assessment Report June 30, 2004 Prepared for: Massachusetts Executive Office of Environmental Affairs Prepared by: Neponset River Watershed Association University of Massachusetts, Urban Harbors Institute Boston Harbor Association Fore River Watershed Association Weir River Watershed Association Contents How rapidly is open space being lost?.......................................................35 Introduction ix What % of the shoreline is publicly accessible?........................................35 References for Boston Inner Harbor Watershed........................................37 Common Assessment for All Watersheds 1 Does bacterial pollution limit fishing or recreation? ...................................1 Neponset River Watershed 41 Does nutrient pollution pose a threat to aquatic life? ..................................1 Does bacterial pollution limit fishing or recreational use? ......................46 Do dissolved oxygen levels support aquatic life?........................................5 Does nutrient pollution pose a threat to aquatic life or other uses?...........48 Are there other water quality problems? ....................................................6 Do dissolved oxygen (DO) levels support aquatic life? ..........................51 Do water supply or wastewater management impact instream flows?........7 Are there other indicators that limit use of the watershed? .....................53 Roughly what percentage of the watersheds is impervious? .....................8 Do water supply, -
Massachusetts Ocean Management Plan
Massachusetts Ocean Management Plan Volume 2 Baseline Assessment and Science Framework December 2009 Introduction Volume 2 of the Massachusetts Ocean Management Plan focuses on the data and scientific aspects of the plan and its implementation. It includes these two separate documents: • Baseline Assessment of the Massachusetts Ocean Planning Area - This Oceans Act-mandated product includes information cataloging the current state of knowledge regarding human uses, natural resources, and other ecosystem factors in Massachusetts ocean waters. • Science Framework - This document provides a blueprint for ocean management- related science and research needs in Massachusetts, including priorities for the next five years. i Baseline Assessment of the Massachusetts Ocean Management Planning Area Acknowledgements The authors thank Emily Chambliss and Dan Sampson for their help in preparing Geographic Information System (GIS) data for presentation in the figures. We also thank Anne Donovan and Arden Miller, who helped with the editing and layout of this document. Special thanks go to Walter Barnhardt, Ed Bell, Michael Bothner, Erin Burke, Tay Evans, Deb Hadden, Dave Janik, Matt Liebman, Victor Mastone, Adrienne Pappal, Mark Rousseau, Tom Shields, Jan Smith, Page Valentine, John Weber, and Brad Wellock, who helped us write specific sections of this assessment. We are grateful to Wendy Leo, Peter Ralston, and Andrea Rex of the Massachusetts Water Resources Authority for data and assistance writing the water quality subchapter. Robert Buchsbaum, Becky Harris, Simon Perkins, and Wayne Petersen from Massachusetts Audubon provided expert advice on the avifauna subchapter. Kevin Brander, David Burns, and Kathleen Keohane from the Massachusetts Department of Environmental Protection and Robin Pearlman from the U.S. -
Ocm17241103-1896.Pdf (5.445Mb)
rH*« »oo«i->t>fa •« A »iri or ok. w Digitized by tine Internet Arciiive in 2011 witii funding from Boston Library Consortium IVIember Libraries littp://www.arcliive.org/details/annualreportofbo1896boar : PUBLIC DOCUMENT .... .... No. 11. ANNUAL REPORT Board of Harboe and Land Commissioners Foe the Yeab 1896. BOSTON WRIGHT & POTTER PRINTING CO., STATE PRINTERS, 18 Post Office Square. 1897. ,: ,: /\ I'l C0mm0ixixr^aIt{? of P^assar^s^tts* REPORT To the Honorable the Senate and House of Representatives of the Common- wealth of Massachusetts. The Board of Harbor and Land Commissioners, pursuant to the provisions of law, respectfully submits its annual re- port for the year 1896, covering a period of twelve months, from Nov. 30, 1895. Hearings. The Board has held one hundred and sixty-six formal ses- sions during the year, at which one hundred and eighty-three hearings were given. One hundred and twenty-one petitions were received for licenses to build and maintain structures, and for privileges in tide waters, great ponds and the Con- necticut River ; of these, one hundred and fifteen were granted, four withdrawn and two denied. On June 5, 1896, a hearing was given at Buzzards Bay on the petition of the town of Wareham that the boundary line on tide water between the towns of Wareham and Bourne at the highway bridge across Cohasset Narrows, as defined by the Board under chapter 196 of the Acts of 1881, be marked on said bridge. On June 20, 1896, a hearing was given in Nantucket on the petition of the local board of health for license to fill a dock. -
COWI World-Wide
COWI has over 7,000 employees COWI World-wide JANUARY 17, 2013 2 PANYNJ FLOOD BARRIER Ben C. Gerwick, Inc. › Internationally renowned engineering consulting firm HQ in Oakland, CA › History of creative solutions that minimize risk, cost, and time › Focused on constructability, serviceability, maintenance, and durability of structures in waterways and marine sites › Conceptual design, cost estimates planning, permitting, final design and construction support › Documentation & quality control › Decades of experience with government design criteria to streamline the approval and permitting process › Work is exemplified by New Orleans IHNC Floodgates, Braddock Dam, Olmsted Dam, and Chickamauga Lock. IHNC Swing Gate Tow 3 Select projects Experience › IHNC Lake Borgne Barrier (Design/ Constr. Supt.) › Montezuma Slough Salinity Barrier (Concept. Des./ Constr. Eng.) › Braddock Dam (Design/ Constr. Supt.) › Chickamauga Lock (Design/ Constr. Eng.) › Olmsted Lock and Dam (Design/ Constr. Eng.) › Venice Storm Surge Barrier (Conceptual Des.) › Yeong-Am Lift Gate (Conceptual Des.) 4 Venice Storm Surge Barrier Compressed air is used to raise gates during a storm. Gerwick performed detailed constructability review for this project. 5 Montezuma Slough Salinity Barrier Complex Radial gate structure for Salinity Barrier in the California Delta. Offsite prefabrication & float-in. 6 Chickamauga Lock Cofferdam, Chattanooga, TN 7 Olmsted Dam Construction Photos › Over 4,000-ton Elements have Been Placed with 1-Inch Accuracy in Six Degrees of Freedom JANUARY 17, 2013 8 PANYNJ FLOOD BARRIER Braddock Dam – Dam Segment Tow to Site Float-in of dam elements allows for minimal construction time, saving money and time 9 Braddock Dam, Pittsburgh, PA – Graving Site Two-Level Graving Dock for Float-in Shell 10 IHNC Hurricane Protection Project New Orleans, Louisiana Sector Gate (150') & • Gerwick is the Lead Designer Swing Gate (150') for the $1.3-billion design-build contract for the USACE Hurricane Protection Office. -
Coastal Resources Technical Report
South Station Expansion Project Appendix 6 – Coastal Resources Technical Report October 2014 Coastal Resources Technical Report This Page Intentionally Left Blank October 2014 South Station Expansion Massachusetts Department of Transportation Coastal Resources Technical Report Table of Contents List of Figures ............................................................................................................................................... iii List of Tables ................................................................................................................................................ iv 1. Introduction .......................................................................................................................................... 1 2. Summary of Findings ............................................................................................................................. 1 3. Regulatory Context ............................................................................................................................... 3 3.1. Introduction .................................................................................................................................. 3 3.2. Massachusetts Coastal Zone Management Federal Consistency Review .................................... 4 3.3. Massachusetts General Law Chapter 91 ....................................................................................... 5 3.4. Municipal Harbor Planning .......................................................................................................... -
Official Transportation Map 15 HAZARDOUS CARGO All Hazardous Cargo (HC) and Cargo Tankers General Information Throughout Boston and Surrounding Towns
WELCOME TO MASSACHUSETTS! CONTACT INFORMATION REGIONAL TOURISM COUNCILS STATE ROAD LAWS NONRESIDENT PRIVILEGES Massachusetts grants the same privileges EMERGENCY ASSISTANCE Fire, Police, Ambulance: 911 16 to nonresidents as to Massachusetts residents. On behalf of the Commonwealth, MBTA PUBLIC TRANSPORTATION 2 welcome to Massachusetts. In our MASSACHUSETTS DEPARTMENT OF TRANSPORTATION 10 SPEED LAW Observe posted speed limits. The runs daily service on buses, trains, trolleys and ferries 14 3 great state, you can enjoy the rolling Official Transportation Map 15 HAZARDOUS CARGO All hazardous cargo (HC) and cargo tankers General Information throughout Boston and surrounding towns. Stations can be identified 13 hills of the west and in under three by a black on a white, circular sign. Pay your fare with a 9 1 are prohibited from the Boston Tunnels. hours travel east to visit our pristine MassDOT Headquarters 857-368-4636 11 reusable, rechargeable CharlieCard (plastic) or CharlieTicket 12 DRUNK DRIVING LAWS Massachusetts enforces these laws rigorously. beaches. You will find a state full (toll free) 877-623-6846 (paper) that can be purchased at over 500 fare-vending machines 1. Greater Boston 9. MetroWest 4 MOBILE ELECTRONIC DEVICE LAWS Operators cannot use any of history and rich in diversity that (TTY) 857-368-0655 located at all subway stations and Logan airport terminals. At street- 2. North of Boston 10. Johnny Appleseed Trail 5 3. Greater Merrimack Valley 11. Central Massachusetts mobile electronic device to write, send, or read an electronic opens its doors to millions of visitors www.mass.gov/massdot level stations and local bus stops you pay on board. -
Technology Fact Sheet Seawall and Revetment Technologyi
Technology Fact Sheet Seawall and revetment technologyi 1) Introduction In every coastal area and beach in Indonesia, integrated coastal management will be applied. This is a process of coastal natural resource management and environmental services that integrate the activities of government, business and society covering horizontal and vertical planning, preserving land and marine ecosystems, application of science and management, so that this resource management will improve and be sustainable for the surrounding community welfare. Lack of understanding of coastal dynamics will lead the efforts to harness the economic potential even bring up new problems such as erosion and abrasion as well as accretion. Besides, the incidence of sea level rise and tropical storms will also lead to coastal erosion. Various efforts to solve the problems through the development of Seawall and revetment have been and some are being done by government, business and the society. Because the incidence of abrasion and erosion of beaches are scattered throughout Indonesia, the location that has a significant impact will be followed up in advance. Development of Seawall and revetment is one of the appropriate adapt technology in dealing with further damage of coastal and beaches. A) Feasibility of technology and operational necessities Seawall and revetment are structures that were built on coastline as a barrier of the mainland on one side and waters on the other. The function of this structure is to protect and keep the coastline from waves and to hold the soil behind the seawall. The seawall is expected to cease erosion process. On the north coast of Java, many cities are experiencing abrasion and erosion resulting from a decrease of land and sea-level rise. -
Appendix G. Flood Hazard Management Risk Areas
APPENDIX G. FLOOD HAZARD MANAGEMENT RISK AREAS This appendix contains a complete listing of the flooding and erosion related risk areas identified by the River and Floodplain Management Program staff during the preparation of the 2006 King County Flood Hazard Management Plan. The approach to identifying and characterizing these risk areas varied from river to river and was influenced by both the characteristics of each river, and by the professional judgment of the team compiling this information. This risk identification was the first step in the development of project and program proposals contained in Appendices E and F of this Plan. These project and program recommendation are cross referenced in the last columns of this table. In many cases the magnitude of these risks described is not well understood but will be further evaluated through future technical studies and risk assessments. South Fork Skykomish River, Miller River, Maloney Creek, Tye River and Anthracite Creek (WRIA 7) In DS US Bank Flood or Channel Migration Risk Action Proposed Project RM RM Plan? 6.4 19.9 L, R South Fork Skykomish River Channel Migration Zone Y South Fork Skykomish Channel Migration Zone: Study and Map: Channel migration is a type of flood Conduct South Fork Skykomish River Channel Migration hazard. King County maps channel migration zones to Zone Study and Mapping. (Skykomish River, identify the extent of this flood hazard and regulate land use Unincorporated) in the affected areas. Historical and recent evidence indicates that this part of the South Fork Skykomish River is subject to channel migration. A South Fork Skykomish River channel migration zone study and map will be completed under this project for use by the King County Department of Development and Environmental Services in land use regulation within King County. -
Coast Guard, DHS § 110.30
Coast Guard, DHS § 110.30 § 110.26 Marblehead Harbor, Marble- from a point on the Tobin Bridge at head, Mass. latitude 42°23′08.5″ N. 071°02′48.2″ W. to a ° ′ ″ The area comprises that portion of point at latitude 42 23 06.4 N. ° ′ ″ the harbor lying between the extreme 071 02 43.7 W.; thence northwest to a ° ′ ″ low water line and southwestward of a point at latitude 42 23 09.1 N. ° ′ ″ line bearing 336° from Marblehead Neck 071 02 43.2 W. along the shoreline to Light to a point on Peach Point at lati- the western side of Tobin Bridge, tude 42°31′03″, longitude 70°50′30″. thence to the point of origin. (c) Mystic River, west side of Tobin NOTE: The area is principally for use by Bridge. Beginning at a line running yachts and other recreational craft. Tem- from a point on the Tobin Bridge at porary floats or buoys for marking anchors ° ′ ″ ° ′ ″ are allowed. Fixed mooring piles or stakes latitude 42 23 08.8 N. 071 02 48.6 W. to a are prohibited. All moorings shall be so that point at latitude 42°23′10.5″ N. 071°05′52″ no vessel, when anchored, shall at any time W.; thence northwest to the southeast- extend beyond the limits of the area. The an- erly corner of the pier at latitude choring of vessels and the placing of tem- 42°23′13.4″ N. 071°02′57.1″ W. along the porary moorings are under the jurisdiction pier to the shoreline to the eastern side and at the direction of the local of Tobin Bridge, thence to the point of harbormaster.