Hypsographic Curve for the Providence River Elements 2-4, Detailed Analysis!

Total Page:16

File Type:pdf, Size:1020Kb

Hypsographic Curve for the Providence River Elements 2-4, Detailed Analysis! ~ - ~ 0 i ~ r ~ r l J LOANCOPY 0 CBCIII.Af>"u "9PN SeaCraot t|aposItory Depth-Area-Volume Relationshipsin NarragansettBay Richard A. Chinrnan Scott VV. Nixon GraduateSchool of Oceanography TheUniversity of RhodeIsland NOAA/Sea Grant Marine TechnicalReport 87 May 1985~ 'tNTlfl",I>I SF't I'R NT 0OE PO'.!TORY B~ i4PVb UR, lfif.iT, Ri 02tls. This publication is the result of researchsponsored by NOAA Office of SeaGrant, U,S, Department of Corn- merce, under Grant SNA81AA-D-00073. The U.S. Govern- ment is authorized to produce and distribute reprints for governmental purposesnotwithstandmg any copyright notation that may appear hereon. The cover figure <sa three-dimensional view of Narragan- sett Bay. Rhode Island, with transect I I as the southern Addttional copiesof this publication are available at S5 per border cseeFigure 10!. The land surface ts shown in dark copy from Publications Unit. Marine Advisory Service, The green, with the bottom topography in blue The computer- University of RhodeIsland, Narragansett. RI 02882-1197. generatedfigure was drawn using the G3D procedurein Order No. P1005,Please tnake checkspayable to The SAS!GRAPH. University of Rhode Island. CONTENTS 3 Introduction 58 18d. HypsographicCurve for the Fox Po t R 59 18e, HypsographicCurve for the SahmPoint Rm } 4 lvfethods and Procedures 60 18f, HypsographicCurve for the Nyatt Point R h A. Overview 61 19a, Cumulative Volume of thc Comhmcd S k k B, Digitization and Providence Rivers Below Pawtucket C. Transformation 62 19b. Cumulative Volume of the Scekonk River Be}ow D. Conversion Pawtucket E. Modifications for a More Detailed Analysis 63 19c. Cumulat!ve Volume of the Providence River of the Seekonk and Providencc Rivers Bc}ow Fox Pomt 8 Results 64 References List of Tables 4 1. Hydrographic Survey H!story List of Figures 5 2. Tide RangesBased on a Ten-YearNumerical Mode} {or Newport, R.I. 6 1. Narragansett Bay Elementsand Segments 5 3, Comparison of the Resultsof This Study with au 6 2. Idealized Cross-Sectionof Bay Showing Hypso- Earlier HypsographrcAnalysis by Hicks959! graphic Components 16 4. Summaryof thc Total Area and Volume, Mean 7 3. Detailed Seekonk and Providence River Elements Depth, and Shoreline Length and Segments 17 5. Estimated Volume of Water Present in Each Element 9 4. Bristol Harbor Contour Maps of the Bay Under Various Tide Conditions 10-15 5a-f, NarragansettBay Contour Maps l9 6a. Area and Volume of the Bay. Including Mount 18 6a. HypsographicCurve for theBay, Including Mount Hope Bayand the SakonnetRiver Hope Bayand the SakonnetRrver 21 6b. Area and Volumeof the Bay, ExcludingMount 20 6b. HypsographicCurve for theBay, Excluding HopeBay and the SakonnetRiver MountHope Bay and the SakonnetRiver 23 6c. Area and Volume of the West Passage 22 6c. HypsographicCurve for the WestPassage 25 6d. Area and Volume of the East Passage 24 6d, HypsographicCurve for theEast Passage 26 7a. Area and Volume of the Prov!dence River iCoarse 26 7a. HypsographicCurve for the ProvidenceRiver Grid Analysis! 27 7b. HypsographrcCurve for theUpper Bay 27 7b. Area and Volume of the Upper Bay 28 7c. HypsographicCurve for Greenwich Bay 28 7c. Area a.nd Volume o{ Grccnwich Bay 29 7d. HypsographicCurve for theUpper West Passage 29 7d. Area and Volume of the Upper West Passage 30 Sa. HypsographicCurve for the Lower West Passage 31 Sa. Area and Volume of the Lower West Passage 32 Sb, HypsographicCurve {ot thc UpperEast Passage 33 Sb. Area and Volumeof the Upper East Passage 34 8c. HypsographicCurve for theMiddle EastPassage 35 8c. Area and Volumeof the Middle East Passage 36 Sd. HypsographicCurve {or theLower East Passage 37 8d. Area and Volume o{ thc Lower East Passage 38 9a. HypsographicCurve for Mount Hope Bay 39 9a. Area and Volume o{ Mount Hope Bay 40 9b. HypsographicCurve for theSakonnct River 41 9b. Area and Volume of the Sakonnet River 42 10. NarragansettBay Cross-Sections and Bathymetric 52 10a. Volume and Cross-Sectional Area of the Provi- Prof}}cs denceRiver, Upper Bay,Greenwich Bay, and the 43 11. Cross-Sections Across Whole Bay West Passage 44 12, Cross-SectionsAcross Mouth of Bay 53 10b. Volume and Cross-Sectional Area of the Provi- 45 13, Cross-SectionsSeparating East and WestPassages denceRiver, Upper Bay.and the EastPassage 46 14, Cross-Sections Across the Mouths of the Provi- 54 10c. Volume and Cross-SectionalArea of Mount Hope denceRrver. Greenwich Bay. and MountHope Bay Bay and the Sakonnet River 47 15. Cross-SectionsAcross the Providence River and 55 1 la, Area and Volume of the Combined Providencc Mount Hope Bay and Scekonk Rivers 48 16. BathymetricProfiles AlongMajor Passages 56 lib. Area and Volume of the Scekonk River 49 17a. Cumulative Percent of the Total Volume of the 57 1 lc. Area and Volume of the Providcncc River Bay,Excluding lvfount Hope Bay and the !Detailed Analysis! Sakonnet River 58 lid. The Area and Volume of the Fox Point Reach 50 17b. Cumulative Percent of the Total Volume of the 59 lie. Area and Volume of the Sabin Point Reach ProvidenceRiver, UpperBay. and WestPassage 60 llf, Area and Volume of the Nyatt Point Reach 51 17c, Cumulative Percent of the Total Volume of the 61 12a Volume and Cmse-SectionalArea of the Comb}ned ProvidenceRiver, Upper Bay, and East Passage Provrdcncc and Scekonk Rivers 55 18a. HypsographicCurve {or the CombinedProvi- 62 12b. Volume and Cross-Sectional Area of the Seekonk dence and Scckonk Rivers River 56 18b. HypsographicCurve for the Scckonk River 63 12c. Volurnc and Cross-Sect}onalArea of the Provi- 57 18c. HypsographicCurve for the ProvidenceRiver denc,e River INTRODUCTION ln spite of the fact that Narragansett Bay is among sageby a line from Beavertail Point on a headingot the most frequently studied bodies of coastal marine 284" true to a small unidentified point on the shore water in the world. no detailed hypsographicanalysis of Boston Neck, about halfway between Bonnet Point of the system has yet been published, As part of his and the Narrow River inlet. description of the basic physical oceanographyof the ln a more detailed analysis of the Seekonk River area, SteacyD. Hicks 959! provided a depth-area- and the ProvidenceRiver !Figure 3!. the northern volurne curve for the bay as a whole. but the increas- hmit of the Seekonk is set at the Blackstone River ing intensityof researchand management efforts in- darn at Pawtucket and its southern limit is fixed at volving the bay requiresa more detailed and the Rt. I-195 highway bridge, The ProvidenceRiver extensive treatment. extends from that bridge to a line connecting Nayatt The lack of a hypsographicatlas is a common hand- Point and Conimicut Point. icap for those studying bays, lagoons, and estuaries There is no well-established definition of the bound- around the world, though it may come as a surprise ariesof Narragansett Bay iPilson, 1985!. and it is to those in social sciencesand managementthat such likelythat some will find good reasonto take excep- basic physical informationis absent or inadequate tion to those we have used here, Some of our deci- !Capper, Power,and Shivers, 1983!.The reasonfor sions were arbitrary:others were influenced by the deficiency is that the compilation of hypsographic geography or engineering. information by traditional interpolation and plani- metry is extremelytedious. However,it is possibleto bring togethercertain of the computermapping and graphics programspresently available to develop a relatively simple, rapid. highly flexible, and inexpen- sive analysisof bathymetric or topographicdata. This publication reportsthe resultsof suchan anal- ysis for NarragansettBay, includingbathymetric con- tour charts, the area, volume, incan depth, and shorebnelength for varioussubregions of the bay, cross-sectionalareas in a numberof placesalong the bay, the bathymetncprofiles of transectsalong the passagesof the bay, and the cumulativevolume of the bay as a functionof increasingdistance from various points.After a descriptionof the methods used in the analysis,the results are grouped in the order just describedand presentedin graphicaland tabular form. Although the boundarieswe havechosen for Nar- ragansettBay are shown in Figure1, it maybe helpful to provide a narrativedescription as well. The north- ern lunit is takenas the Rt. I-195 bridgeacross the combined Woonasquatucket-MoshassuckRivers and across the Seekonk River. The Providence River ex- tends into the Pawtuxet River on the west as far as the first dam. The Warren Riveris includedup to the Rt. 103 bridge. In Mount Hope Bay, th» Kickamuit Riveris taken asextending up to LaurelPark, the embaymentsof the Cole and Lee Riversup to their respectivebarrier spits and beaches,and the Taunton River up to the Rt. I-195 bridge,The SakonnetRiver extends from the Hummocks to a line from Sakonnet Point to Sachuest Point, The seaward limit of the East Passageof NarragansettBay is defined by a line from Brenton Point to Beavertail Point, and the West Pas- METHODS AND PROCEDURES Since there is tidal variation around MLW. a ta.ble A. Overview of tidal rangesis providedin Table2. Whentnulti- Thetechnique for derivinga computer-generatedpltedby bayarea, these values give an estimate of hypsographicanalysis of Narragansett Bayinvolved watervolume changes through a meantide cycle seeTable 5!. We havealso provided a tablethat three major steps: comparesa portion of theHicks hypsographic 1. digitizationof the locationsand depths analysis959! to our resultsIsec Table 3!. W'edo associatedwith publishedU.S. National Ocean this not to makeany claims as to the correctvalues. Survey
Recommended publications
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • 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.
    [Show full text]
  • Overlooked by Many Boaters, Mount Hope Bay Offers a Host of Attractive Spots in Which to Wile Away a Day—Or Week—On the Water
    DESTINATION MOUNT HOPE BAY The author’s boat, Friendship, at anchor in Church’s Cove. Overlooked by many boaters, Mount Hope Bay offers a host of attractive spots in which to wile away a day—or week—on the water. BY CAPTAIN DAVE BILL PHOTOGRAPHY BY CATE BROWN ount Hope Bay, shared by Massachusetts and Rhode Island, doesn’t get a lot of attention from boaters. But it should. The bay is flled with interesting places to dock, drop an anchor or explore in a small boat, so you could fll an entire week visiting a new spot every day. Every summer, I spend a signifcant amount of time on the bay aboard a 36- foot Union cutter, so I’ve gotten to know and love this body of water, which offers everything from interesting things to see and do to great dock-and-dine restaurants to scenic spots where one can drop the hook and take a dip. Here are some of my favorite places to visit, as well as some points of interest. The main gateway to Mount Hope Bay (which is named after a small hill on its western shore) is via the center span of the Mount Hope Bridge, with Hog Island Shoal to port and Musselbed Shoals to starboard. You can also enter, from the north, via the Taunton River, and from the south, via the Sakonnet River. Although the Army Corps of Engineers maintains a 35-foot-deep shipping channel through the bay up to Fall River, be mindful of navigational aids that mark obstructions such as Spar Island or Old Bay Rock.
    [Show full text]
  • Bedrock Geology of the Tiverton Quadrangle Rhode Island-Massachusetts
    Bedrock Geology of the Tiverton Quadrangle Rhode Island-Massachusetts By SAMUEL J. POLLOCK 3EOLOGY OF SELECTED QUADRANGLES IN RHODE ISLAND GEOLOGICAL SURVEY BULLETIN 1158-D Prepared in cooperation with the Development Council of the State of Rhode Island JNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1964 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Abstract---------------------------------------------------------- ])1 Introduction------------------------------------------------------ 1 StratigraphY------------------------------------------------------ 2 Precambrian(?) rocks__________________________________________ 2 Blackstone(?) Series_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 Mica-chlorite schist ______________________ ----------____ 2 Volcanic breccia_______________________________________ 3 Devonian(?) or older rocks______________________________________ 3 Metacom Granite Gneiss___________________________________ 3 Bulgarmarsh Granite______________________________________ 4 Granite gneiss transition facies__________________________ 5 Pennsylvanianrocks___________________________________________ 6 Pondville Conglomerate________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 Rhode Island Formation ________ -------------------________ 7 Rhode Island Formation, undifferentiated_ _ _ _ _ _ _ _ _ _ _ _
    [Show full text]
  • 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.
    [Show full text]
  • Stonybrook Estate Historic District Newport County, RI Name of Property County and State
    NPS Form 10-900 OMB No.1 024-0018 (Rev. 10-90) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES REGISTRATION FORM This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in How to Complete the National Register of Historic Places Registration Form (National Register Bulletin 16A). Complete each item by marking "x" in the appropriate box or by entering the information requested. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional entries and narrative items on continuation sheets (NPS Form 10-900a). Use a typewriter, word processor, or computer, to complete all items. 1. Name of Property historic name Stonvbrook Estate Historic District other names/site number 2. Location street & number 501 - 521 IndianAvenue and 75 Vaucluse Avenue 0 not for publication city or town Middletown 0 vicinity state RI code RI county Newport code 005 zip code _0_28_4_2 _ 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this I:8J nomination o request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property o me~¢"¢\alkf 0 does0 stadide no~. ~lIy. NN~ationalRegister(0 See continuation criteria.
    [Show full text]
  • Page 1 of 29 Narragansett Bay Estuary Program 2017
    Narragansett Bay Estuary Program 2017 Bay and Watershed Research Program REQUEST FOR PROPOSALS Research Projects for Narragansett Bay and Its Watershed September 2017 The New England Interstate Water Pollution Control Commission (NEIWPCC), in cooperation with the Narragansett Bay Estuary Program and its partners, is inviting proposals that support the Narragansett Bay Estuary Program through the execution of scientific research projects focused on the Narragansett Bay Watershed. The purpose of this program is to expand the research capabilities of the Estuary Program through the selection of scientific research projects targeting the data gaps and research needs specifically identified in the 2017 State of the Narragansett Bay and Its Watershed Technical Report. These research projects will help address scientific questions about the Narragansett Bay Watershed and inform future reports issued by the Estuary Program including the next version of the technical report, expected to be completed in 2022. Under this request for proposals (RFP), the Bay and Watershed Research Program will result in subawards with the selected applicants in the total amount of approximately $140,000. Key elements in brief: This RFP is open to research and educational institutions of higher learning, individuals, county, municipal, and local subdivisions of state government in both Rhode Island, Massachusetts and Connecticut, state and federal (non-EPA) agencies, interstate agencies, tribes, for-profit, and non-profit organizations. The deadline for a two-page pre-proposal is 12:00 (noon) EST on November 14, 2017. The deadline for invited full proposals is 12:00 (noon) EST on January 22, 2018. Projects are anticipated to end no later than June 30, 2019.
    [Show full text]
  • 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.
    [Show full text]
  • Sachuest Bay Resiliency Project Description
    Sachuest Bay Resiliency Project Description INTRODUCTION In response to Hurricane Sandy, funds were made available through the Disaster Relief and Appropriations Act 0f 2013 to enhance and improve the resiliency of coastal areas and communities from future storms. Working together, the Town of Middletown, Aquidneck Land Trust, Norman Bird Sanctuary, Center for Ecosystem Restoration, the Preservation Society of Newport and others developed the Sachuest Bay Resiliency Project, which has received $2,289,680.00 in federal funding through a competitive grant process. The Fish and Wildlife Service (Service) is assisting the partners in planning for this project. The Sachuest Bay project includes a variety of actions which, when taken together, are designed to improve the resiliency of the area and the community to future storm events. DESCRIPTION OF PROJECT AREA: Maidford River Watershed: Sachuest Bay and the Maidford River Watershed are located just a few miles east of Newport, RI, in the southeastern part of Aquidneck Island, RI. The Sakonnet River (an arm of Narragansett Bay) lies on the eastern edge of this area, while Sachuest Bay— which opens to Rhode Island Sound and the Atlantic Ocean—lies to the south. The area is located entirely within the town of Middletown, RI. Although only about five square miles, the Sachuest Bay/Maidford River parcel, with exceptional biodiversity and tremendous ecological, economic, cultural, historic, and recreational value. Purpose of the Project: We will install major green infrastructure improvements to create a hub of ecological and coastal resilience in the project area. Construction activities will be completed through a combination of Town in-kind services and contractual support.
    [Show full text]
  • RI DEM/Water Resources- Final Total Maximum Daily Load, the Sakonnet River, Portsmouth Park and the Cove-Island Park
    Rhode Island Department of Environmental Management Office of Water Resources 235 Promenade Street Providence, RI 02908 FINAL Total Maximum Daily Load The Sakonnet River – Portsmouth Park and The Cove – Island Park March 2005 Key Feature: TMDL assessment for Fecal Coliform Bacteria Location: Portsmouth, RI Impaired Area: Sakonnet River: 180 acres; The Cove: 109 acres Land Type: New England Coastal Region, Coastal Waters Land Uses: Urban: - Residential / Commercial - Industrial Pollutants / Stressor: Pathogens Data Sources: RIDEM, RIDOH TABLE OF CONTENTS TABLE OF CONTENTS……………………………………………………………………………………………..i LIST OF FIGURES …………………………………………………………………………………………………iii LIST OF TABLES …………………………………………………………………………………………………..iv 1.0 INTRODUCTION............................................................................................................................................................1 2.0 APPLICABLE WATER QUALITY STANDARDS .....................................................................................................2 3.0 DESCRIPTION OF WATERSHED...............................................................................................................................3 3.1. GROUNDWATER ................................................................................................................................................................3 3.2. LANDUSE ..........................................................................................................................................................................5
    [Show full text]
  • 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.
    [Show full text]