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M E M O R a N D U M
55 Walkers Brook Drive, Suite 100, Reading, MA 01867 Tel: 978.532.1900 M E M O R A N D U M John Aubin, Town Planner TO: Jennifer Miller, Conservation Agent Town of Seekonk, Massachusetts FROM: M. James Riordan, AICP, LEED AP, Senior Project Manager James I. Pearson, PE, Senior Project Manager Weston & Sampson Engineers, Inc. DATE: October 28, 2020 SUBJECT: Stormwater Peer Review for Pine Brook Court Introduction and Purpose Weston & Sampson Engineers, Inc. (Weston & Sampson) was requested by the Town of Seekonk (the Town) to provide a peer review of stormwater management proposed as part of the Pine Brook Court Definitive Plan. Pine Brook Court (also known as “Pine Brook Estates”) is a development proposed in the vicinity of 224 and 250 Arcade Avenue. We understand that stormwater from Pine Brook Court will discharge to the Runnins River, is on the Massachusetts and Rhode Island lists of impaired waters (US Clean Water Act, section 303(d) lists) for multiple pollutants related to stormwater, including pathogens, biodiversity impacts, hypoxia, and metals. This memorandum summarizes the results of our review. This peer review is prepared pursuant to our October 8, 2020 contract and proposal with the Town. Some of the materials that we reviewed to prepare this letter report were provided to us by the Town and include the following: • Definitive Subdivision Plan of Pine Brook Court (September 24, 2020) • Stormwater Management Narrative for “Pine Brook Estates” (August 25, 2020) • Order of Resource Area Delineation (SE69-0899) • Decision on “Horton Property” Preliminary Subdivision (June 9, 2020) • Environmental Impact Statement for Pine Brook Estates (October 8, 2020) Overview of the Proposed Project As described in the Environmental Impact Statement for Pine Brook Estates (EIS), Pine Brook Estates Subdivision is proposed to be located on the east side of Arcade Ave in Seekonk, situated north of the intersection of Ledge Road and east of Marsden Street. -
Washington County Flood Insurance Study Vol 4
VOLUME 4 OF 4 WASHINGTON COUNTY, RHODE ISLAND (ALL JURISDICTIONS) 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 WESTERLY, TOWN OF 445410 REVISED: APRIL 3, 2020 FLOOD INSURANCE STUDY NUMBER 44009CV004C Version Number 2.3.3.2 TABLE OF CONTENTS Volume 1 Page SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 3 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 15 2.1 Floodplain Boundaries 15 2.2 Floodways 18 2.3 Base Flood Elevations 19 2.4 Non-Encroachment Zones 19 2.5 Coastal Flood Hazard Areas 19 2.5.1 Water Elevations and the Effects of Waves 19 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 21 2.5.3 Coastal High Hazard Areas 22 2.5.4 Limit of Moderate Wave Action 23 SECTION 3.0 – INSURANCE APPLICATIONS 24 3.1 National Flood Insurance Program Insurance Zones 24 SECTION 4.0 – AREA STUDIED 24 4.1 Basin Description 24 4.2 Principal Flood Problems 26 4.3 Non-Levee Flood Protection Measures 36 4.4 Levees 36 SECTION 5.0 – ENGINEERING METHODS 38 5.1 Hydrologic Analyses 38 5.2 Hydraulic Analyses 44 5.3 Coastal Analyses 50 5.3.1 Total Stillwater Elevations 52 5.3.2 Waves 52 5.3.3 Coastal Erosion 53 5.3.4 -
NASCO Rivers Database Report by Jurisdiction
NASCO Rivers Database Report By Jurisdiction Photos courtesy of: Lars Petter Hansen, Peter Hutchinson, Sergey Prusov and Gerald Chaput Printed: 17 Jan 2018 - 16:24 Jurisdiction: Canada Region/Province: Labrador Conservation Requirements (# fish) Catchment Length Flow Latitude Longitude Category Area (km2) (km) (m3/s) Total 1SW MSW Adlatok (Ugjoktok and Adlatok Bay) 550218 604120 W N Not Threatened With Loss 4952 River Adlavik Brook 545235 585811 W U Unknown 73 Aerial Pond Brook 542811 573415 W U Unknown Alexis River 523605 563140 W N Not Threatened With Loss 611 0.4808 Alkami Brook 545853 593401 W U Unknown Barge Bay Brook 514835 561242 W U Unknown Barry Barns Brook 520124 555641 W U Unknown Beaver Brook 544712 594742 W U Unknown Beaver River 534409 605640 W U Unknown 853 Berry Brook 540423 581210 W U Unknown Big Bight Brook 545937 590133 W U Unknown Big Brook 535502 571325 W U Unknown Big Brook (Double Mer) 540820 585508 W U Unknown Big Brook (Michaels River) 544109 574730 W N Not Threatened With Loss 427 Big Island Brook 550454 591205 W U Unknown NASCO Rivers Database Report Page 1 of 247 Jurisdiction: Canada Region/Province: Labrador Conservation Requirements (# fish) Catchment Length Flow Latitude Longitude Category Area (km2) (km) (m3/s) Total 1SW MSW Big River 545014 585613 W N Not Threatened With Loss Big River 533127 593958 W U Unknown Bills Brook 533004 561015 W U Unknown Birchy Narrows Brook (St. Michael's Bay) 524317 560325 W U Unknown Black Bay Brook 514644 562054 W U Unknown Black Bear River 531800 555525 W N Not Threatened -
Ph River, Brook and Tributary Sites the Normal Ph Range For
2016 Parameter Data: pH River, Brook and Tributary Sites The standard measurement of acidity is pH. A pH of less than 7 is acidic; above pH 7 is alkaline, also known by the term “basic.” The pH measurement is a logarithmic measurement, which means that each unit decrease in pH equals a ten-fold increase in acidity. In other words, pH 5 water is ten times more acidic than pH 6 water. Aquatic organisms need the pH of their water body to be within a certain range for optimal growth and survival. Although each organism has an ideal pH, most aquatic organisms prefer pH of 6.5 – 8.0. Watershed LOCATION MAY JUNE JULY AUG. SEPT. OCT. Miniumum Code RIVERS - - - - - - Standard pH units - - - - - - A Annaquatucket River - 7.2 6.9 6.6 6.8 6.9 6.7 6.6 Belleville @ Railroad Crossing WD Ashaway River @ Rte 216 6.8 6.6 6.5 6.8 7.1 6.8 6.5 WD Beaver River @ Rte 138 6.3 6.5 6.6 6.8 6.3 6.1 6.1 NA Buckeye Brook #1 @ Novelty Rd 7.0 7.2 6.5 7.2 6.9 7.0 6.5 NA Buckeye Brk #2 @ Lockwood Brk - 6.7 6.9 6.8 - - 6.7 NA Buckeye Brk #3 @ Warner Brook 6.7 6.5 6.4 6.5 6.5 - 6.4 NA Buckeye Brook #4 @ Mill Cove 6.9 7.0 6.4 7.0 7.0 - 6.4 WD Falls River D - Step Stone Falls 6.4 6.4 6.6 6.5 6.6 6.3 6.3 WD Falls River C - Austin Farm Rd. -
4. Hydraulic Data on Saugatucket River
RHODn E TISLAND DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 235 Promenade Street, Providence, RI 02908-5767 TDD 40 1-83 1-5508 February 24,1999 Stephen A. Alfred, Town Manager ;7 Town of South Kingstown i 180 High Street " -. ' Wakefield, Rhode Island 02880 ~~ -- -—.___ J Dear Mr. Alfred: The Department of Environmental Management recently received a draft report summarizing water quality investigations in the Saugatucket River conducted by Dr. Raymond Wright of the University of Rhode Island's Department of Civil and Environmental Engineering. A copy of Dr. Wright's report is attached for your information. The document is presently in draft form and is being reviewed by DEM's Office of Water Resources staff. Dr. Wright's work was conducted to assess impairments of water quality along the river and its tributaries and to allow estimates of impacts on Point Judith Pond. Three water bodies in the Saugatucket watershed are included on the State's current list of impaired waters (also known as the 303(d) list): Mitchell Brook, Saugatucket River, and Saugatucket Pond. These water bodies, as you know, respectively flow through, form the eastern border, and are immediately downstream of the former landfill site. It is our concern that each of these three water body impairments is attributable to influences from the landfill. Chapter 10 of Dr. Wright's study associates the site with a significant increase in ammonia concentrations in the main stem of the Saugatucket River. The federal Clean Water Act requires that the cause and source of water quality impairment and actions to restore water quality be identified, in an analysis known as a Total Maximum Daily Load (TMDL), for all water bodies listed on the state's 303(d) list. -
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. -
Paddleri 2008 North Kingstown, RI 02852
Rhode Island Blueways Alliance PO Box 1565 PaddleRI 2008 North Kingstown, RI 02852 Celebrating Paddling Chair: Keith Gonsalves On RI’s Rivers and Bay Vice Chair: Bruce Hooke Secretary: Terry Meyer Treasurer: Meg Kerr The PaddleRI 2008 celebration was a huge success with over 200 paddlers participating. PaddleRI was sponsored by the RI Blueways Alliance but the individual trips were organized and hosted by local organizations – watershed councils, Save the Bay and local conservation commissions. The celebration would not have been possible without their enthusiastic participation. The RI Blueways Alliance mission is to develop a water trail network linking Rhode Island’s rivers, lakes and ponds to Narragansett Bay and to use the trail to promote safety, conservation, recreation and economic development. PaddleRI 2008 celebrated the network of paddling opportunities that make up our water trail network. We would like to thank our sponsors -- the New England Grassroots Environmental Fund, the RI Resource Conservation & Development Area Council and the Rhode Island Foundation. Salt Ponds Spring Paddle - Ninigret Pond Saturday, May 31: The Salt Ponds Coalition’s trip was planned for May 31, but the paddle was postponed due to weather. On June 1, about 30 paddlers arrived at the US Fish & Wildlife kayak launch accessed through Ninigret Park at 8:30am with plans to get underway by 9:00am. But Mother Nature had other plans…. The fog was so thick that you couldn’t see where to paddle. Paddlers waited, listening to presentations by the US Fish & Wildlife Service and the Salt Pond’s Coalition’s Art Ganz, hoping for better conditions. -
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 -
Estimated Water Use and Availability in the Pawtucket and Quinebaug
Estimated Water Use and Availability in the Pawtuxet and Quinebaug River Basins, Rhode Island, 1995–99 By Emily C. Wild and Mark T. Nimiroski Prepared in cooperation with the Rhode Island Water Resources Board Scientific Investigations Report 2006–5154 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia: 2007 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Wild, E.C., and Nimiroski, M.T., 2007, Estimated water use and availability in the Pawtuxet and Quinebaug River Basins, Rhode Island, 1995–99: U.S. Geological Survey Scientific Investigations Report 2006–5154, 68 p. iii Contents Abstract . 1 Introduction . 2 Purpose and Scope . 2 Previous Investigations . 2 Climatological Setting . 6 The Pawtuxet River Basin . 6 Land Use . 7 Pawtuxet River Subbasins . 7 Minor Civil Divisions . 17 The Quinebaug River Basin . 20 Estimated Water Use . 20 New England Water-Use Data System . -
Waterbody Name Lat Long Location Town Stage Ruler Rationale Number # Subwatershed A-01-01-010 BB010 No Beaver Brook Beaver Brook Jewish Comm
Master Site List 2007 Site Rev. Site Watershed CWF Waterbody Name Lat Long Location Town Stage Ruler Rationale Number # Subwatershed A-01-01-010 BB010 No Beaver Brook Beaver Brook Jewish Comm. 42.29549 -71.83817 On footbridge located south of Worcester On footbridge Baseline near beginning Ctr. northerly driveway at 633 of Beaver Brook Salisbury St. at the Jewish Community Center A-01-01-030 BB030 No Beaver Brook Beaver Brook Park Ave. 42.25028 -71.83142 Upstream of confluence of Worcester On abutment on To compare with Carwash Beaver Brook and Tatnuck south side of street Tatnuck Brook just Brook at Clark Fields carwash on above confluence Park Ave. A-02-01-010 BMB010 No Broad Meadow Broad Meadow Dunkirk 42.24258 -71.77599 At end of Dunkirk Ave, slightly Worcester Baseline where brook Brook Brook downstram of culvert. outfalls from culvert A-02-01-020 BMB020 No Broad Meadow Broad Meadow Dupuis Ave. 42.23554 -71.77297 Walk around lawn. Just before Worcester To monitor impacts of Brook Brook Beaver Brook enters pipe 50' Beaver Dam - see how upstream of pipe. quality improves after going through natural area A-02-01-040 BMB040 No Broad Meadow Broad Meadow Holdridge 42.23092 -71.76782 Downstream of stone bridge on Worcester 15 feet below Midway on course Brook Brook Holdridge Trail - on the west stone bridge on through wildlife sanctuary bank tree A-02-01-050 BMB050 No Broad Meadow Broad Meadow Dosco 42.19267 -71.75017 Beside Dosco Sheet Metal Millbury Attached to Dorothy Brook as it flows Brook Brook Company; 30 yards downstream concrete wall into the Blackstone River from Grafton St. -
Glacial Geology and Aquifer Characteristics of the Big River Area, Central Rhode Island
U.S. Department of the Interior Stone and Dickerman U.S. Geological Survey Glacial Geology and Aquifer — Characteristics of the GLACIAL Big River Area, Central GEOLOGY Rhode Island AND AQUIFER CHARACTERISTICS OF By JANET RADWAY STONE and DAVID C. DICKERMAN Water-Resources Investigations Report 01-4169 MASSACHUSETTS RHODE ISLAND CONNECTICUT THE BIG RIVER Big River Study Area AREA, CENTRAL RHODE ISLAND Prepared in cooperation with the RHODE ISLAND WATER RESOURCES BOARD — WRIR 01-4169 U.S. Department of the Interior U.S. Geological Survey Glacial Geology and Aquifer Characteristics of the Big River Area, Central Rhode Island By JANET RADWAY STONE and DAVID C. DICKERMAN Water-Resources Investigations Report 01-4169 Prepared in cooperation with the RHODE ISLAND WATER RESOURCES BOARD Northborough, Massachusetts 2002 U.S. DEPARTMENT OF THE INTERIOR GALE A. NORTON, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director For additional information write to: Copies of this report can be purchased from: Subdistrict Chief U.S. Geological Survey Massachusetts-Rhode Island District Branch of Information Services U.S. Geological Survey Box 25286 Water Resources Division Denver, CO 80225-0286 10 Bearfoot Road Northborough, MA 01532 or visit our Web site at http://ma.water.usgs.gov CONTENTS Introduction ........................................................................................................................................................................... 1 Acknowledgments......................................................................................................................................................