Further Analysis and Synthesis of Narragansett Bay (RI/MA USA) Oxygen, Chlorophyll, and Temperature
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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 -
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. -
2018-2020 Category 5 Waters 303(D) List of Impaired Waters
2018-2020 Category 5 Waters 303(d) List of Impaired Waters Blackstone River Basin Wilson Reservoir RI0001002L-01 109.31 Acres CLASS B Wilson Reservoir. Burrillville TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Not Assessed Secondary Contact Recreation Not Assessed Echo Lake (Pascoag RI0001002L-03 349.07 Acres CLASS B Reservoir) Echo Lake (Pascoag Reservoir). Burrillville, Glocester TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Fully Supporting Secondary Contact Recreation Fully Supporting Draft September 2020 Page 1 of 79 Category 5 Waters Blackstone River Basin Smith & Sayles Reservoir RI0001002L-07 172.74 Acres CLASS B Smith & Sayles Reservoir. Glocester TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Fully Supporting Secondary Contact Recreation Fully Supporting Slatersville Reservoir RI0001002L-09 218.87 Acres CLASS B Slatersville Reservoir. Burrillville, North Smithfield TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting COPPER 2026 None Not Supporting LEAD 2026 None Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. -
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 -
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. -
Dam Safety Program
STATE OF RHODE ISLAND 2009 Annual Report to the Governor on the Activities of the DAM SAFETY PROGRAM Overtopping earthen embankment of Creamer Dam (No. 742), Tiverton Department of Environmental Management Prepared by the Office of Compliance and Inspection TABLE OF CONTENTS HISTORY OF RHODE ISLAND’S DAM SAFETY PROGRAM....................................................................3 STATUTES................................................................................................................................................3 GOVERNOR’S TASK FORCE ON DAM SAFETY AND MAINTENANCE .................................................3 DAM SAFETY REGULATIONS .................................................................................................................4 DAM CLASSIFICATIONS..........................................................................................................................5 INSPECTION PROGRAM ............................................................................................................................7 ACTIVITIES IN 2009.....................................................................................................................................8 UNSAFE DAMS.........................................................................................................................................8 INSPECTIONS ........................................................................................................................................10 High Hazard Dam Inspections .............................................................................................................10 -
Strategic Plan for the Restoration of Anadromous Fishes to Rhode
STRATEGIC PLAN FOR THE RESTORATION OF ANADROMOUS FISHES TO RHODE ISLAND COASTAL STREAMS American Shad, Alosa sapidissima D. Raver, USFWS Prepared By: Dennis E. Erkan, Principal Marine Biologist Rhode Island Department of Environmental Management Division of Fish and Wildlife Completion Report In Fulfillment of Federal Aid In Sportfish Restoration Project F-55-R December 2002 Special thanks to Luther Blount for initiating this project. Rhode Island Anadromous Restoration Plan CONTENTS Introduction........................................................................................................................Page 6 Methods..............................................................................................................................Page 7 I. Plan Objective...............................................................................................................Page 11 II. Expected Results or Benefits ......................................................................................Page 11 III. Strategic Plan.............................................................................................................Page 12 IV. References.................................................................................................................Page 15 V. Additional Sources of Information...............................................................................Page 16 APPENDICES Appendix A. Recommended Watershed Enhancements.....................................................Page 20 Appendix B. Description -
NBC Hydrographic Fall Surveys: Providence & Seekonk Rivers
NBC Hydrographic Fall Surveys: Providence & Seekonk Rivers Results of Hydrographic Surveys on the Providence and Seekonk Rivers: Fall Period, 2001 Draft Report Prepared for Microinorganics December, 2001 1.0 Introduction A second set of hydrographic surveys have been conducted within the Providence and Seekonk Rivers to characterize both the magnitudes and patterns of circulation within each body of water for fall seasonal conditions. The cruises provide a baseline for comparison with the first set performed the summer period (2001). The goal of this project is to map out basic aspects of flow and chemical transport within each river with particular emphasis on characterizing the levels of lateral and vertical structure in the flow during flood versus ebb periods of the tidal cycle. Specific questions involve mapping patterns for the outflows (e.g. plumes) for both near and far field regions of the rivers containing the Fields Point and Bucklin Point sewage discharge pipes 2.0 Instrument: Circulation patterns and energies are constrained within each river using an RD Instruments Broadband (1200 kHz) Acoustic Doppler Current Profiler. The ADCP consists of an array of four transducers oriented such that sound beams are transmitted out 90° angles from each other and a know angle from the central axis of the instrument. Sound pulses emitted by the transducers are reflected by scatterers throughout the water column, such as biological and other particulate matter. The reflected sound pulses are Doppler shifted due to the movement of the scatterers in the moving water. The ADCP processes the Doppler shifted return echoes to obtain along-beam velocity components which are then combined for each transducer and converted into a three-dimensional (3-D) velocity pattern. -
4 AXLE SINGLE UNIT TRUCKS the Following Restrictions Apply to the Single Unit Vehicles Described in RI General Law (RIGL) 31-25-21
Rhode Island Department of Transportation ANNUAL DIVISIBLE LOAD PERMIT RESTRICTION LIST 4 AXLE SINGLE UNIT TRUCKS The following restrictions apply to the single unit vehicles described in RI General Law (RIGL) 31-25-21. For any single unit vehicle with the number of axles listed here, the following bridges are restricted from crossing due to vehicle weight. The bridge tonnage values below are the maximum tonnage permitted. These restrictions are continuously updated and must be printed and kept in the vehicle associated with the permit as part of the annual permit issued by RIDOT. In case of conflict, posted weight limits at a bridge shall govern over these restrictions.. Carries Crosses City/Town Bridge # Max. Tonnage RI 102 BRONCO HWY BRANCH RIVER Burrillville 067301 24 RI 7 Douglas Pike Branch River Burrillville 010601 36 VICTORY HWY BRANCH RIVER Burrillville 011201 35 RI 114 BROAD ST BLACKSTONE RIVER Central Falls 030501 38 CAHOONE RD BUCKS HORN BROOK Coventry 084501 26 LINCOLN AV PAWTUXET RIVER N BRANCH Coventry 083601 30 NICHOLAS RD ROARING BROOK Coventry 084601 17 Old Flat River Rd Flat River Reservoir Coventry 007201 38 DEAN PKWY WASH SEC BIKE PATH Cranston 034701 29 RI 12 Park Av Elm Lake Brook Cranston 106101 21 RI 37 EB PAWTUXET RIVER Cranston 062801 34 RI 5 OAKLAWN AV WASH SEC BIKE PATH Cranston 028601 38 CHURCH ST P&W RR Cumberland 094301 18 HOWARD RD ABBOTT RUN Cumberland 045951 35 RI 114 Silva Brook Cumberland 020501 34 RI 114 DMND HLL RD I-295 NB & SB Cumberland 075401 17 Tillinghast Rd Frenchtown Brook East Greenwich 119801 27 LYON AV I-195 EB & WB East Providence 046901 32 POTTER ST I-195 EB & WB East Providence 046701 34 PURCHASE ST I-195 EB & WB East Providence 046801 32 RI 114A Mink St Runnins River East Providence 020901 18 River Road Runnins River East Providence 021401 29 SEEKONK RIVER CROS SEEKONK RIVER & CITY STS East Providence 060001 25 WATERMAN AV P&W RR R.O.W. -
FFY 2013-2016 State Transportation Improvement Program
State of Rhode Island Transportation Improvement Program Adopted July 12, 2012 FY 2013—2016 Amended December 14, 2015 FY 2013 - 2016 TIP Amendments TIP Amendment Requesting Agency Amendment Classification Date Amendment #1 Town of Westerly Minor Amendment February 28, 2013 Amendment #2 Rhode Island Department of Transportation Administrative Adjustment November 25, 2013 Amendment #3 Rhode Island Transit Authority Administrative Adjustment April 14, 2014 Amendment #4 Rhode Island Department of Transportation Administrative Adjustment August 5, 2014 Amendment #5 Rhode Island Transit Authority Major Amendment March 13, 2015 Amendment #6 Rhode Island Department of Transportation Minor Amendment December 14, 2015 July 2012 RHODE ISLAND STATEWIDE PLANNING PROGRAM The Rhode Island Statewide Planning Program is established by Chapter 42-11-10 of the General Laws as the central planning agency for state government. The work of the Program is guided by the State Planning Council, comprised of state, local, and public representatives and federal advisors. The Council also serves as the single statewide Metropolitan Planning Organization (MPO) for Rhode Island. The staff component of the Program resides within the Department of Administration. The objectives of the Program are to plan for the physical, economic, and social development of the state; to coordinate the activities of government agencies and private individuals and groups within this framework of plans and programs; and to provide planning assistance to the Governor, the General Assembly, and the agencies of state government. The Program prepares and maintains the State Guide Plan as the principal means of accomplishing these objectives. The State Guide Plan is comprised of a series of functional elements that deal with physical development, environmental concerns, the economy, and human services. -
Map Layout of Town Index
NOTE TO USERS MAP REPOSITORIES (Maps available for reference only, not for FEMA maintains information about map features, distribution.) such as street locations and names, in or near COVENTRY, TOWN OF: designated flood hazard areas. Requests to revise Dept. Of Planning & Development & Zoning Dept. information in or near designated flood hazard 1675 Flat River Road areas may be provided to FEMA during the Coventry, Rhode Island 02816 community review period, at the final Consultation EAST GREENWICH, TOWN OF: Coordination Officer's meeting, or during the Dept. Of Public Works / Building Dept. statutory 90-day appeal period. Approved requests 111 Pierce Street East Greenwich, Rhode Island 02818 for changes will be shown on the final printed FIRM. WARWICK, CITY OF: Planning Department Warwick City Hall Annex Building, 3275 Post Road, 2nd Floor Warwick, Rhode Island 02886 BASE MAP SOURCE WEST GREENWICH, TOWN OF: Town Hall Base map information shown on this FIRM was provided 302 Victory Highway, Annex South in digital format by Rhode Island Geographic Information West Greenwich, Rhode Island 02817 System (RI GIS). This information was derived from digital natural color orthophotos produced at a scale of 1:5,000 WEST WARWICK, TOWN OF: and 2 foot pixel resolution. Orthoimages were collected Building & Zoning Office from 2003 through 2004. 1170 Main Street West Warwick, Rhode Island 02893 ELEVATION DATUM Flood elevations on this map are referenced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988, contact the National Geodetic Survey at the following address: NGS Information Services NOAA, N/NGS12 National Geodetic Survey SSMC-3, #9202 1315 East-West Highway Silver Spring, MD 20910-3282 (301) 713-3242 - N O T E - D esignated CBRS Areas are located on p anels 132, 133, 134, 141, 142, 143, 1 44*, 151, 153, and 155*. -
Contract Specific
GENERAL PROVISIONS – CONTRACT SPECIFIC GENERAL PROVISIONS – CONTRACT SPECIFIC PARAGRAPH TITLE PAGE 1 Brief Scope of Work CS – 1 2 List of Contract Drawings CS – 2 3 Utility and Municipal Notification and Coordination CS – 2 4 Specialty Items CS – 4 5 Transportation Management Plan CS – 4 6 Sequence of Construction CS – 4 7 Special Requirements for Pavement Markings CS – 5 8 Utility Structures and Waterways within Roadway CS – 6 9 Contractor’s Responsibility for Damaged Storm Drains CS – 6 10 Special Requirement for Traffic Protection CS – 6 11 Storage of Construction Material and/or Equipment CS – 7 12 Blasting Restrictions CS – 7 13 Survey Layout Notes CS – 7 14 Traffic Fines in Work Zones CS – 8 15 Right-of-Way and Damage to Property CS – 8 16 Coordination with Other Projects CS – 8 17 Incident Management CS – 8 18 Guardrail Replacement CS – 8 19 Police Compensation CS – 9 20 Environmental Permits CS – 9 21 Stormwater Pollution Prevention Plan CS – 9 22 Shop Drawing and Submittals CS – 10 23 Available Documents CS – 10 Appendix A Locus Maps Appendix B Environmental Permits Appendix C Small Site Stormwater Pollution Prevention Plan Appendix D Transportation Management Plan Appendix E NPS Preservation Brief No. 38 NPS Preservation Brief No. 47 CS-i 1. BRIEF SCOPE OF WORK: Bridge Group 18B – East Greenwich and North Kingstown, Rhode Island Contract No. 2019-CB-061, Federal-Aid Project No. BHO-018B (001), is for repairs to 11 bridges in the Town of East Greenwich in Kent County, and the Town of North Kingstown in Washington County, Rhode Island. The work in this Contract includes, but is not limited to, steel painting, steel repairs, masonry repairs, concrete repairs (superstructure and substructure), concrete sealing, joint repairs and sealing, pavement removal and replacement, waterproofing membrane installation, bridge washing, vegetation clearing, tree removal, riprap installation, and steel guardrail repair and replacement.