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Narrow River Watershed Plan (Draft)
DRAFT Narrow River Watershed Plan Prepared by: Office of Water Resources Rhode Island Department of Environmental Management 235 Promenade Street Providence, RI 02908 Draft: December 24, 2019, clean for local review DRAFT Contents Executive Summary ........................................................................................................................ 1 I. Introduction ............................................................................................................................. 8 A) Purpose of Plan................................................................................................................. 8 B) Water Quality and Aquatic Habitat Goals for the Watershed ........................................ 12 1) Open Shellfishing Areas ............................................................................................. 12 2) Protect Drinking Water Supplies ................................................................................ 12 3) Protect and Restore Fish and Wildlife Habitat ........................................................... 12 4) Protect and Restore Wetlands and Their Buffers ....................................................... 13 5) Protect and Restore Recreational Opportunities ......................................................... 14 C) Approach for Developing the Plan/ How this Plan was Developed .............................. 15 II. Watershed Description ......................................................................................................... -
Coastal Resources Management Council
650-RICR-20-00-01 650 – COASTAL RESOURCES MANAGEMENT COUNCIL CHAPTER 20 – COASTAL MANAGEMENT PROGRAM SUBCHAPTER 00 – N/A PART 1 – COASTAL RESOURCES MANAGEMENT PROGRAM – RED BOOK Table of Contents 1.1 Authorities and Purpose, Definitions and Procedures 1.1.1 Authority and Purpose 1.1.2 Definitions 1.1.3 Alterations and Activities that require an Assent from the Coastal Resources Management Council (formerly § 100) 1.1.4 Applications for Category A and Category B Council Assents (formerly § 110) 1.1.5 Variances (formerly § 120) 1.1.6 Special Exceptions (formerly § 130) 1.1.7 Setbacks (formerly § 140) 1.1.8 Climate Change and Sea Level Rise (formerly § 145) 1.1.9 Coastal Buffer Zones (formerly § 150) 1.1.10 Fees (formerly § 160) 1.1.11 Violations and Enforcement Actions (formerly § 170) 1.1.12 Emergency Assents (formerly § 180) 1.2 Areas Under Council Jurisdiction 1.2.1 Tidal and Coastal Pond Waters (formerly § 200) 1.2.2 Shoreline Features (formerly § 210) 1.2.3 Areas of Historic and Archaeological Significance (formerly § 220) 1.3 Activities Under Council Jurisdiction 1.3.1 In Tidal and Coastal Pond Waters, on Shoreline Features and Their Contiguous Areas (formerly § 300) 1.3.2 Alterations to Freshwater Flows to Tidal Waters and Water Bodies and Coastal Ponds (formerly § 310) 1.3.3 Inland activities and alterations that are subject to Council permitting (formerly § 320) 1.3.4 Activities located within critical coastal areas (formerly § 325) 1.3.5 Guidelines for the protection and enhancement of the scenic value of the coastal region (formerly § 330) 1.3.6 Protection and enhancement of public access to the shore (formerly § 335) 1.3.7 Federal Consistency (formerly § 400) 1.4 Maps of Water Use Categories - Watch Hill to Little Compton and Block Island 1.5 Shoreline Change Maps 1.6 Sea Level Affecting Marshes Model (SLAMM) Maps 1.1 Authorities and Purpose, Definitions and Procedures 1.1.1 Authority and Purpose Pursuant to the federal Coastal Zone Management Act of 1972 (16 U.S. -
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Field Guide to Coastal Environmental Geology of Rhode Island's Barrier Beach Coastline
University of New Hampshire University of New Hampshire Scholars' Repository New England Intercollegiate Geological NEIGC Trips Excursion Collection 1-1-1981 Field Guide to Coastal Environmental Geology of Rhode Island's Barrier Beach Coastline Fisher, John J. Follow this and additional works at: https://scholars.unh.edu/neigc_trips Recommended Citation Fisher, John J., "Field Guide to Coastal Environmental Geology of Rhode Island's Barrier Beach Coastline" (1981). NEIGC Trips. 297. https://scholars.unh.edu/neigc_trips/297 This Text is brought to you for free and open access by the New England Intercollegiate Geological Excursion Collection at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in NEIGC Trips by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. 153 Trip B-6 Field Guide to Coastal Environmental Geology of Rhode Island's Barrier Beach Coastline fcy John J. Fisher Department of Geology University of Rhode Island Kingston, RI 02881 Introduction The Rhode Island southern coastline, 30 km in length, can he classified as a barrier beach complex shoreline. Developed from a mainland consisting pri marily of a glacial outwash plain, it has been submerged by recent sea level rise. Headlands (locally called "points") composed of till and outwash plain deposits separate a series of lagoon-like hays (locally called "ponds") that are drowned glacial outwash channels. Interconnecting baymouth harriers (locally called "harrier "beaches") with several inlets make up the major shoreform of this coast (Figure l). This field guide is an introduction to the coastal environmental geology features of the Rhode Island harrier beach coast. -
Town of Westerly Harbor Management Plan 2016 Revised 10/28/19
Town of Westerly Harbor Management Plan 2016 Revised 10/28/19 As Adopted by the Westerly Town Council, October 28, 2019 1 Contents INTRODUCTION .............................................................................................................. 3 WESTERLY HMC MISSION STATEMENT ................................................................... 4 PHYSICAL DESCRIPTION .............................................................................................. 5 HISTORY ......................................................................................................................... 18 WATER QUALITY.......................................................................................................... 20 NATURAL RESOURCES ............................................................................................... 30 THE BEACHES................................................................................................................ 36 SHORELINE PUBLIC ACCESS ................................................................................... 41 HARBOR FACILITIES AND BOAT RAMPS ............................................................... 53 MOORING MANAGEMENT.......................................................................................... 60 STORM PREPAREDNESS.............................................................................................. 75 WESTERLY HARBOR MANAGEMENT PLAN-ORDINANCE ................................. 81 2 INTRODUCTION The Westerly Harbor Plan is formulated in order to -
W R Wash Rhod Hingt De Isl Ton C Land Coun D Nty
WASHINGTON COUNTY, RHODE ISLAND (ALL JURISDICTIONS) VOLUME 1 OF 2 COMMUNITY NAME COMMUNITY NUMBER CHARLESTOWN, TOWN OF 445395 EXETER, TOWN OF 440032 HOPKINTON, TOWN OF 440028 NARRAGANSETT INDIAN TRIBE 445414 NARRAGANSETT, TOWN OF 445402 NEW SHOREHAM, TOWN OF 440036 NORTH KINGSTOWN, TOWN OF 445404 RICHMOND, TOWN OF 440031 SOUTH KINGSTOWN, TOWN OF 445407 Washingtton County WESTERLY, TOWN OF 445410 Revised: October 16, 2013 Federal Emergency Management Ageency FLOOD INSURANCE STUDY NUMBER 44009CV001B NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. The Federal Emergency Management Agency (FEMA) may revise and republish part or all of this FIS report at any time. In addition, FEMA may revise part of this FIS report by the Letter of Map Revision (LOMR) process, which does not involve republication or redistribution of the FIS report. Therefore, users should consult community officials and check the Community Map Repository to obtain the most current FIS components. Initial Countywide FIS Effective Date: October 19, 2010 Revised Countywide FIS Date: October 16, 2013 TABLE OF CONTENTS – Volume 1 – October 16, 2013 Page 1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Authority and Acknowledgments 1 1.3 Coordination 4 2.0 -
Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011
Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011 Tri‐Lakes Report for Bear Creek, Chatfield, and Cherry Creek Lakes near Denver, Colorado Chatfield Dam ‐ July 2010 Prepared by: Engineering Division Hydrologic Engineering Branch Sedimentation and Channel Stabilization Section M.R.B. Sediment Memorandum 23a U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISION OMAHA – KANSAS CITY – PORTLAND – SEATTLE – WALLA WALLA DISTRICTS The U.S. Army Corps of Engineers Missouri River Basin (M.R.B.) Sediment Memoranda Program was established for the development of practical sediment engineering for rational evaluation, regulation, and utilization of fluvial sediment phenomena. It was implemented as a comprehensive, Missouri River basin‐wide program for coordination of studies of sediment problems in the overall basin program for flood control and allied purposes as well as for continuity and perspective in the planning and design of individual projects. The program includes both investigations for the development of sediment transport theory and observation of existent and occurring phenomena for the purpose of developing the applications of theory to practical problems, developing empirical relationships and providing aids to judgment. i M.R.B. Sediment Memorandum 23a ACKNOWLEDGEMENTS M.R.B. 23a, Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised July 2011, was prepared by the U.S. Army Corps of Engineers, Omaha District. The Project Technician for this study is: Mr. Larry Morong Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2353 The Project Engineer for this study is: Ms. Jennifer Gitt Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2356 Under the guidance and supervision of: Mr. -
Numerical Simulation of Coastal Erosion and Its Mitigation by Living Shoreline Methods: a Case Study in Southern Rhode Island By
Numerical simulation of coastal erosion and its mitigation by living shoreline methods: A case study in southern Rhode Island By Scott Hayward1, M. Reza Hashemi2*, Marissa Torres2, Annette Grilli2, Stephan Grilli2, John King3, Chris Baxter2, and Malcolm Spaulding2 1) Ransom Consulting Inc., 400 Commercial Street, Portland, ME 04101; 2) Department of Ocean Engineering, University of Rhode Island, Narragansett, RI 02882, USA; 3) Graduate School of Oceanography, University of Rhode Island, Narragansett, RI 02882, USA; * Corresponding author: Email [email protected] ABSTRACT Accelerated shoreline retreat due to sea level rise is a major chal- nested within this regional grid to simulate nearshore sediment lenge for coastal communities in many regions of the U.S. and transport processes and shoreline erosion. After validating the around the world. While many methods of erosion mitigation regional modeling system for a historical storm (Hurricane have been empirically tested, and applied in various regions, Sandy), Hurricane Irene (2011) was used to validate XBeach, on more research is necessary to understand the performance the basis of a unique dataset of pre- and post-storm beach pro- of these mitigation measures using process-based numerical files that was collected in our study area for this event. XBeach models. These models can potentially predict the response of showed a relatively good performance, being able to estimate a beach to these measures and help identify the best method. eroded volumes along three beach transects within 8% to 39%, Further, because nearshore sediment transport processes are with a mean error of 23%. The validated model was then used still poorly understood, there are many uncertainties in assess- to analyze the effectiveness of three living shoreline erosion ment of coastal erosion and mitigation measures. -
U.S. Army Corps of Engineers, Omaha District Replacing Dams at Popular
Replacing dams How the Corps of Engineers Discovering a at popular Air Force used creativity to maximize steamboat relic of Academy recreation area flood risk reduction Missouri River trade Icy spillway tests workers at Gavins Point Dam U.S. Army Corps of Engineers, Omaha District March 2013 – Vol. 18, Issue 1 IN THIS ISSUE. Civil Works 2 A frosty proposition - $3 million will get you the largest assessment and repair job ever at Gavins Point Dam, and some chilled marrow to boot Construction 4 Experience Rules - USAF selects Corps to replace Leo and Grace Lake Dams at Farish Recreation area in Colorado Military Construction 6 Effective partnerships - are the Omaha District’s specialty. Thus our involvement in rebuilding Butts Army Airfield. Maj. Eli Adams contributed this article Sustainable Solutions 8 Corps Creativity - is the district calling card, and brought about groundbreaking results in post-flood levee repair work Special Projects 10 A thorough look - at the upcoming Cherry Creek Dam safety modification study is offered by guest writer Ryan Larsen Spotlight 12 Quite a history - of formulating superb relationships and working long, grinding hours gain Hard Hat of the Year award for Larry Kempton Cultural Resources 14 A river of debris - brings Omaha District into the steamboat shipwreck arena. Changes in meandering Missouri River covered up ghostly timber until… On the cover: Gavins Point spillway. Photo by Harry Weddington U.S. Army Corps of Engineers, Omaha District Omaha Outlook is a quarterly publication produced by the Public Affairs Office 1616 Capitol Ave., Suite 9000 for the U.S. Army Corps of Engineers, Omaha District, in accordance with Omaha Neb. -
Inventory of Habitat Modifications to Sandy Beaches ME-NY Rice 2015
Inventory of Habitat Modifications to Sandy Beaches in the U.S. Atlantic Coast Breeding Range of the Piping Plover (Charadrius melodus) prior to Hurricane Sandy: Maine to the North Shore and Peconic Estuary of New York1 Tracy Monegan Rice Terwilliger Consulting, Inc. June 2015 Recovery Task 1.2 of the U.S. Fish and Wildlife Service (USFWS) Recovery Plan for the piping plover (Charadrius melodus) prioritizes the maintenance of “natural coastal formation processes that perpetuate high quality breeding habitat,” specifically discouraging the “construction of structures or other developments that will destroy or degrade plover habitat” (Task 1.21), “interference with natural processes of inlet formation, migration, and closure” (Task 1.22), and “beach stabilization projects including snowfencing and planting of vegetation at current or potential plover breeding sites” (Task 1.23) (USFWS 1996, pp. 65-67). This assessment fills a data need to identify such habitat modifications that have altered natural coastal processes and the resulting abundance, distribution, and condition of currently existing habitat in the breeding range. Four previous studies provided these data for the United States (U.S.) continental migration and overwintering range of the piping plover (Rice 2012a, 2012b) and the southern portion of the U.S. Atlantic Coast breeding range (Rice 2014, 2015a). This assessment provides these data for one habitat type – namely sandy beaches within the northern portion of the breeding range along the Atlantic coast of the U.S. prior to Hurricane Sandy. A separate report assessed tidal inlet habitat in the same geographic range prior to Hurricane Sandy (Rice 2015b). Separate reports will assess the status of these two habitats in the northern and southern portions of the U.S. -
Proposed Changes to the Coastal Resources
650-RICR-20-00-1 TITLE 650 – COASTAL RESOURCES MANAGEMENT COUNCIL CHAPTER 20 – COASTAL MANAGEMENT PROGRAM SUBCHAPTER 00 – N/A PART 1 – Red Book Table of Contents 1.1 Authorities and Purpose, Definitions and Procedures 1.1.1 Authority and Purpose 1.1.2 Definitions 1.1.3 Requirements for Applicants 1.1.4 Alterations and Activities That Require an Assent from the Coastal Resources Management Council 1.1.5 Review Categories and Prohibited Activities in Tidal Waters and on Adjacent Shoreline Features 1.1.6 Applications for Category A and Category B Council Assents 1.1.7 Variances 1.1.8 Special Exceptions 1.1.9 Setbacks 1.1.10 Climate Change and Sea Level Rise 1.1.11 Coastal Buffer Zones 1.1.12 Fees 1.1.13 Violations and Enforcement Actions 1.1.14 Emergency Assents 1.2 Areas Under Council Jurisdiction 1.2.1 Tidal and Coastal Pond Waters 1.2.2 Shoreline Features 1.2.3 Areas of Historic and Archaeological Significance 1.3 Activities Under Council Jurisdiction 1.3.1 In Tidal and Coastal Pond Waters, on Shoreline Features and Their Contiguous Areas 1.3.2 Alterations to Freshwater Flows to Tidal Waters and Water Bodies and Coastal Ponds 1.3.3 Inland activities and alterations that are subject to Council permitting 1.3.4 Activities located within critical coastal areas 1.3.5 Policies for the protection and enhancement of the scenic value of the coastal region 1.3.6 Protection and enhancement of public access to the shore 1.4 Federal Consistency 1.5 Public and Governmental Participation 1.6 Maps of Water Use Categories - Watch Hill to Little Compton and Block Island 1.7 Shoreline Change Maps - Watch Hill to Little Compton 1.8 Sea Level Affecting Marshes Model (SLAMM) Maps 1.1 Authorities and Purpose, Definitions and Procedures 1.1.1 Authority and Purpose A. -
Planning the Urban Waterfront Transformation, From
water Article Planning the Urban Waterfront Transformation, from Infrastructures to Public Space Design in a Sea-Level Rise Scenario: The European Union Prize for Contemporary Architecture Case Francesca Dal Cin 1,* , Fransje Hooimeijer 2 and Maria Matos Silva 3 1 Formaurbis LAB, CIAUD—Research Centre of Architecture Urbanism and Design, Lisbon School of Architecture, Universidade de Lisboa, 1349-063 Lisboa, Portugal 2 Department Urbanism, Faculty of Architecture and the Built Environment, TU Delft, 2628 BX Delft, The Netherlands; [email protected] 3 URBinLAB, CIAUD—Research Centre of Architecture Urbanism and Design, Lisbon School of Architecture, Universidade de Lisboa, 1349-063 Lisboa, Portugal; [email protected] * Correspondence: [email protected] Abstract: Future sea-level rises on the urban waterfront of coastal and riverbanks cities will not be uniform. The impact of floods is exacerbated by population density in nearshore urban areas, and combined with land conversion and urbanization, the vulnerability of coastal towns and pub- lic spaces in particular is significantly increased. The empirical analysis of a selected number of waterfront projects, namely the winners of the Mies Van Der Rohe Prize, highlighted the different morphological characteristics of public spaces, in relation to the approximation to the water body: near the shoreline, in and on water. The critical reading of selected architectures related to water is open to multiple insights, allowing to shift the design attention from the building to the public Citation: Dal Cin, F.; Hooimeijer, F.; space on the waterfronts. The survey makes it possible to delineate contemporary features and lay Matos Silva, M. Planning the Urban the framework for urban development in coastal or riverside areas.