The Providence River
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Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: an Application of FVCOM
Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: An Application of FVCOM Liuzhi Zhao, Changsheng Chen and Geoff Cowles The School for Marine Science and Technology University of Massachusetts at Dartmouth 706 South Rodney French Blvd., New Bedford, MA 02744. Corresponding author: Liuzhi Zhao, E-mail: [email protected] 1 Abstract The tidal motion in Mt. Hope Bay (MHB) and Narragansett Bay (NB) is simulated using the unstructured grid, finite-volume coastal ocean model (FVCOM). With an accurate geometric representation of irregular coastlines and islands and sufficiently high horizontal resolution in narrow channels, FVCOM provides an accurate simulation of the tidal wave in the bays and also resolves the strong tidal flushing processes in the narrow channels of MHB-NB. Eddy shedding is predicted on the lee side of these channels due to current separation during both flood and ebb tides. There is a significant interaction in the tidal flushing process between MHB-NB channel and MHB-Sakonnet River (SR) channel. As a result, the phase of water transport in the MHB-SR channel leads the MHB-NB channel by 90o. The residual flow field in the MHB and NB features multiple eddies formed around headlands, convex and concave coastline regions, islands, channel exits and river mouths. The formation of these eddies are mainly due to the current separation either at the tip of the coastlines or asymmetric tidal flushing in narrow channels or passages. Process-oriented modeling experiments show that horizontal resolution plays a critical role in resolving the asymmetric tidal flushing process through narrow passages. -
Northern Terminal, Providence, RI Draft NPDES Permit (PDF)
Permit No. RI0023817 Page 1 of 17 AUTHORIZATION TO DISCHARGE UNDER THE RHODE ISLAND POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of Chapter 46-12 of the Rhode Island General Laws, as amended, New England Petroleum Terminal, LLC 2000 Chapel View Blvd, Suite 380 Cranston, RI 02920 is authorized to discharge from a facility located at New England Petroleum Terminal, LLC Northern Terminal 35 Terminal Road Providence, RI 02905 to receiving waters named Providence River in accordance with effluent limitations, monitoring requirements and other conditions set forth herein. This permit shall become effective on ______________. This permit and the authorization to discharge expire at midnight, five (5) years from the effective date. This permit supersedes the permit issued on February 24, 2014. This permit consists of 17 pages in Part I including effluent limitations, monitoring requirements, etc. and 10 pages in Part II including General Conditions. Signed this day of ,2020. _____________________________________________DRAFT Angelo S. Liberti, P.E., Administrator of Surface Water Protection Office of Water Resources Rhode Island Department of Environmental Management Providence, Rhode Island RI0023817_NEPTNorth_2020_PN Draft PART I Permit No. RI0023817 Page 2 of 17 A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS 1. During the period beginning on the effective date and lasting through permit expiration, the permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and -
View Strategic Plan
SURGING TOWARD 2026 A STRATEGIC PLAN Strategic Plan / introduction • 1 One valley… One history… One environment… All powered by the Blackstone River watershed and so remarkably intact it became the Blackstone River Valley National Heritage Corridor. SURGING TOWARD 2026 A STRATEGIC PLAN CONTENTS Introduction ............................................................ 2 Blackstone River Valley National Heritage Corridor, Inc. (BHC), ................................................ 3 Our Portfolio is the Corridor ............................ 3 We Work With and Through Partners ................ 6 We Imagine the Possibilities .............................. 7 Surging Toward 2026 .............................................. 8 BHC’s Integrated Approach ................................ 8 Assessment: Strengths & Weaknesses, Challenges & Opportunities .............................. 8 The Vision ......................................................... 13 Strategies to Achieve the Vision ................... 14 Board of directorS Action Steps ................................................. 16 Michael d. cassidy, chair Appendices: richard gregory, Vice chair A. Timeline ........................................................ 18 Harry t. Whitin, Vice chair B. List of Planning Documents .......................... 20 todd Helwig, Secretary gary furtado, treasurer C. Comprehensive List of Strategies donna M. Williams, immediate Past chair from Committees ......................................... 20 Joseph Barbato robert Billington Justine Brewer Copyright -
Geological Survey
imiF.NT OF Tim BULLETIN UN ITKI) STATKS GEOLOGICAL SURVEY No. 115 A (lECKJKAPHIC DKTIOXARY OF KHODK ISLAM; WASHINGTON GOVKRNMKNT PRINTING OFF1OK 181)4 LIBRARY CATALOGUE SLIPS. i United States. Department of the interior. (U. S. geological survey). Department of the interior | | Bulletin | of the | United States | geological survey | no. 115 | [Seal of the department] | Washington | government printing office | 1894 Second title: United States geological survey | J. W. Powell, director | | A | geographic dictionary | of | Rhode Island | by | Henry Gannett | [Vignette] | Washington | government printing office 11894 8°. 31 pp. Gannett (Henry). United States geological survey | J. W. Powell, director | | A | geographic dictionary | of | Khode Island | hy | Henry Gannett | [Vignette] Washington | government printing office | 1894 8°. 31 pp. [UNITED STATES. Department of the interior. (U. S. geological survey). Bulletin 115]. 8 United States geological survey | J. W. Powell, director | | * A | geographic dictionary | of | Ehode Island | by | Henry -| Gannett | [Vignette] | . g Washington | government printing office | 1894 JS 8°. 31pp. a* [UNITED STATES. Department of the interior. (Z7. S. geological survey). ~ . Bulletin 115]. ADVERTISEMENT. [Bulletin No. 115.] The publications of the United States Geological Survey are issued in accordance with the statute approved March 3, 1879, which declares that "The publications of the Geological Survey shall consist of the annual report of operations, geological and economic maps illustrating the resources and classification of the lands, and reports upon general and economic geology and paleontology. The annual report of operations of the Geological Survey shall accompany the annual report of the Secretary of the Interior. All special memoirs and reports of said Survey shall be issued in uniform quarto series if deemed necessary by tlie Director, but other wise in ordinary octavos. -
For the Conditionally Approved Lower Providence River Conditional Area E
State of Rhode Island Department of Environmental Management Office of Water Resources Conditional Area Management Plan (CAMP) for the Conditionally Approved Lower Providence River Conditional Area E May 2021 Table of Contents Table of Contents i List of Figures ii List of Tables ii Preface iii A. Understanding and Commitment to the Conditions by all Authorities 1 B. Providence River Conditional Area 3 1. General Description of the Growing Area 3 2. Size of GA16 10 3. Legal Description of Providence River (GA 16): 11 4. Growing Area Demarcation / Signage and Patrol 13 5. Pollution Sources 14 i. Waste Water Treatment Facilities (WWTF) 14 ii. Rain Events, Combined Sewer Overflows and Stormwater 15 C. Sanitary Survey 21 D. Predictable Pollution Events that cause Closure 21 1. Meteorological Events 21 2. Other Pollution Events that Cause Closures 23 E. Water Quality Monitoring Plan 23 1. Frequency of Monitoring 23 2. Monitoring Stations 24 3. Analysis of Water Samples 24 4. Toxic or Chemical Spills 24 5. Harmful Algae Blooms 24 6. Annual Evaluation of Compliance with NSSP Criteria 25 F. Closure Implementation Plan for the Providence River Conditional Area (GA 16) 27 1. Implementation of Closure 27 G. Re-opening Criteria 28 1. Flushing Time 29 2. Shellstock Depuration Time 29 3. Treatment Plant Performance Standards 30 H. Annual Reevaluation 32 I. Literature Cited 32 i Appendix A: Conditional Area Closure Checklist 34 Appendix B: Quahog tissue metals and PCB results 36 List of Figures Figure 1: Providence River, RI location map. ................................................................................ 6 Figure 2: Providence River watershed with municipal sewer service areas .................................. -
RI DEM/Water Resources
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Water Resources WATER QUALITY REGULATIONS July 2006 AUTHORITY: These regulations are adopted in accordance with Chapter 42-35 pursuant to Chapters 46-12 and 42-17.1 of the Rhode Island General Laws of 1956, as amended STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Water Resources WATER QUALITY REGULATIONS TABLE OF CONTENTS RULE 1. PURPOSE............................................................................................................ 1 RULE 2. LEGAL AUTHORITY ........................................................................................ 1 RULE 3. SUPERSEDED RULES ...................................................................................... 1 RULE 4. LIBERAL APPLICATION ................................................................................. 1 RULE 5. SEVERABILITY................................................................................................. 1 RULE 6. APPLICATION OF THESE REGULATIONS .................................................. 2 RULE 7. DEFINITIONS....................................................................................................... 2 RULE 8. SURFACE WATER QUALITY STANDARDS............................................... 10 RULE 9. EFFECT OF ACTIVITIES ON WATER QUALITY STANDARDS .............. 23 RULE 10. PROCEDURE FOR DETERMINING ADDITIONAL REQUIREMENTS FOR EFFLUENT LIMITATIONS, TREATMENT AND PRETREATMENT........... 24 RULE 11. PROHIBITED -
Historic Considerations of the District
Historic considerations of the district The City of Providence Department of Art, Culture + Tourism recognizes the deep history of this land as a cultural meeting ground between indigenous people, then European settlers, enslaved Africans and free blacks, and later immigrants who came to work on the waterfront, and today refugees and new arrivals from across the globe. The site is stained by the imaginary of the slave trade and the real history of human chattel slavery, as well as violent removal and assimilation of Indigenous lifeways and people to enrich white European settlers, and later coalitions of pro-growth capitalists. The reclaimed 195 land (made available as a result of the relocation of Interstate 195) is connected to a half-century history of pathbreaking investment in the downtown cultural economy and life, but it was a site of entrepreneurial investment and creativity long before. Looking ahead, all models of projected sea level rise demonstrate that the site will be impacted. Indigenous Lifeways and History: • Southern New England’s Pequot, Wampanoag, and Narragansett were migratory and their economies were based on agriculture and hunting, fishing and gathering. They moved with yearly cycles to established places to best exploit seasonal resources: o Indigenous people harvested fish and shellfish, trapped ducks and geese, hunted, and gathered plant foods. o They burned large areas to create meadows to attract deer for meat and to open fields for planting maize, beans, and squash. Fire-resistant trees such as oak, hickory and chestnut produced a fall nut harvest. o Their settlements were never very large, but in winter they gathered inland in sheltered valleys. -
CPY Document
. portion ofthe River and validated water' quality models. Use of the models enables one . to evaluate the fate and transport of all sources to the river. Tl)e primary mechanism for nitrogen attenuation in the BlackstoneR.iver is alga uptake . and.retenti n of the algae in the water cQlumn or sediment. In 1997 MA, USEPAand . OEM completedaWLA fOfammonia and phosphorus to address excessive algae growth.and dissolved oxygen conditions hi the Blackstone River (USEPA et aI1997). The tesponse to comments sUbmitted by MADEP alsO', explains how the water quality models Were usedto. evaluate the reduction in attenuation associated with .thecontrolof algae levels. It was determined that between 71 and 77% of the individual MA VlFs nitrogen loading .is delivered to the mouth of the River (72% for UBWPAD) and 86% of the W90n ocketWWF when the required WL is met: Ofthe load predicted at the mouth of the River, WWFs represent 98%: UBWPAo..and Woonsocket represent 83 % of the load delivered (64 %ahd19%, respectively). This confirms the expectation that attenuation will. be redu ced asVWo.Fs meet current permit requirements, demonstrates that attenuation wil be minimal and underscores the point that further study of attenu tionfactoi"s priorto implementation of nitrogen controls is not appropriate. OEM has also acknowledged that researchers agree that WWFs represent the majority of the annual nitrogen loading to NarragansettBay. The impact of WWF is especially . pronounced during critical dry weather periods. Also , non point source inputs are . typica!ly highest during high flow periods. While nitrogen loading throughout the year has the potential to contribute to the pool of nitrogen available during critical periods, the gen ral consensus of participants in the technical advisory committee that OEM , established to assist with efforts to develop a water quality model and TMDL for the Providence and Seekonk Rivers was that the winter contribution is not si!1nificant. -
Woonasquatucket River in Providence95
WOONASQUATUCKET RIVER WATERSHED COUNCIL: Miles 1 SMITH STREET ORMS STREET WOONASQUATUCKET RIVER IN PROVIDENCE95 RIVER AVENUE RI State M o s House h PROMENADE STREET a s s 0 MILES u c k Mall KINSLEY AVENUE R VALLEY STREET River ket i uc 5 v at e ANGELL STREET ACORN 4 u r 1 sq STREET Waterplace na oo Park 3 W WATERMAN AVENUE Eagle ORIAL B .5 M O COLLEGE STREET ME U LE Square V A 0.25 R HARRIS AVENUE 6 Downtown D ATWELLS AVENUE 6 10 Providence BENEFIT STREET SOUTHMAIN WATER STREET ST ATWELLS AVENUE Donigian 7 2 Park 8 1A 25 DYER STREET 0. DEAN STREET 0.5 1 1 BROADWAY Providence River BIKE PATH 00 0.75 95 POST ROAD POINT WESTMINSTER STREET STREET Ninigret mAP LEGEND 9 Park 6 WATER ACCESS l POINTS OF INTEREST n P PARKING 195 n WATER ROADS BIKE PATH CAUTION CONSERVATION LAND u 10 n ELMWOOD AVE LEVEL Beginner/Intermediate (tides) round trip from the South Water Street Landing 1 up to Eagle START/END South Water Street Landing, Providence Square l6 and back. You can also put in at Donigian Park 8 RIVER MILES 4 miles round trip and paddle down to South Water Street. However, above Eagle TIME 1-2 hours Square the channel is narrow and winding and there is some 7 DESCRIPTION Tidal, flatwater, urban river quickwater u so less experienced paddlers should choose the round-trip option from South Water Street. While the tide starts SCENERY The urban heart of Providence, but with a surprising number of trees along the river west of Dean Street to influence the river in a small way at Donigian Park, it becomes 295 GPS N 41º 49’ 20.39”, W 71º 24’ 21.49” significant below Atwells Avenue and Eagle Square. -
25% Engineering/Design Services Bruce Freeman Rail Trail
Proposal 25% Engineering/Design Services Bruce Freeman Rail Trail SUBMITTED TO Town of Sudbury SUBMITTED BY Vanasse Hangen Brustlin, Inc. OCTOBER 3, 2014 October 3, 2014 Jody Kablack Director of Planning and Community Development Town of Sudbury Flynn Building 278 Old Sudbury Road Sudbury, MA 01776 Re: 25% Engineering/Design Services for the Bruce Freeman Rail Trail Dear Ms. Kablack: The Town of Sudbury has embarked on an important step towards the completion of the 4.6 mile section of the Bruce Freeman Rail Trail that runs through the center of town. The rail corridor extends from South Sudbury near Route 20 to the Sudbury/Concord Town line. To accomplish this, the Town has selected three rms to submit responses for the preparation of a 25% design plan to meet MasssDOT standards. VHB is thankful to be one of the rms selected for this important project and are delighted to have the opportunity to present our qualications, experience and vision to the Town of Sudbury. As a prequalied consultant with MassDOT, VHB is familiar with the agency’s requirements and standards, with a successful record of completing numerous MassDOT-funded multiuse path projects over the past 30 years. Our experience extends from Maine to Florida - from the Acadia Carriage roadways in Maine to the Venice Rail Trail in Sarasota County, Florida. We have worked on historic trails that respect historic places, trails that negotiate sensitive environmental resources, trails with complicated intersections, as well as trails with unique and dynamic abutter concerns. Our multiuse path experience in Massachusetts is especially strong. -
Phase I Environmental Site Assessment Former Liberty Street School East Bay Community Development Corporation
Phase I Environmental Site Assessment Former Liberty Street School 10 Liberty Street Warren, RI May 2009 317 Iron Horse Way Suite 204 Providence RI 02908 Table of Contents Phase I Environmental Site Assessment Former Liberty Street School East Bay Community Development Corporation 1 Introduction .................................................................................1 1.1 Objective......................................................................................................1 1.2 Scope of Services..........................................................................................1 2 Site Overview...............................................................................1 2.1 Site Information...........................................................................................1 2.1.1 Property Location, Size of Parcel and Site Plan...........................................1 2.1.2 Site Utilities........................................................................................................2 2.1.3 Adjoining Land Use..........................................................................................2 2.2 Physical Setting of Site ................................................................................3 2.2.1 Geologic and Physiographic Setting ..............................................................3 2.2.2 Groundwater .....................................................................................................3 2.2.3 Surface Water ....................................................................................................3 -
RICR Template
250-RICR-100-00-1 TITLE 250 – DEPARTMENT OF ENVIRONMENTAL MANAGEMENT CHAPTER 100 – PARKS AND RECREATION SUBCHAPTER 00 – N/A PART 1 – Park and Management Area Rules and Regulations 1.1 Purpose The purpose of these Rules and Regulations is for the control, custody, governance, and use of state Management Areas, State Parks, and other areas operated and maintained by the Divisions of Fish and Wildlife, Parks and Recreation, and Forest Environment within the Department of Environmental Management ("RIDEM"). 1.2 Authority These Rules and Regulations are promulgated pursuant to R.I. Gen. Laws §§ 20- 1-2, 20-1-4, and 20-1-8, and R.I. Gen. Laws Chapters 42-17.1, 42-17.6, 42- 17.10, 20-18, 20-15, 32-2 and 32-3 and in accordance with R.I. Gen. Laws Chapter 42-35, the Administrative Procedures Act. 1.3 Administrative Findings These Rules and Regulations were initially promulgated in order to address the often confusing and sometimes conflicting situation that was created due to the fact that numerous regulations administrated by several different divisions had authority over certain aspects of the RIDEM’s Parks and Management Areas. This current amendment is an effort to make those Rules and Regulations more effective and user friendly. 1.4 Application The terms and provisions of these Rules and Regulations shall be liberally construed to permit the RIDEM to effectuate the purposes of state law, goals, and policies. 1.5 Severability If any provision of these Rules and Regulations or application thereof to any person or circumstances, is held invalid by a court of competent jurisdiction, the validity of the remainder of the Rules and Regulations shall not be affected thereby.