Brockton Land Use Trend Report
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Massachusetts Year 2012 Integrated List of Waters
Massachusetts Year 2012 Integrated List of Waters Final Listing of the Condition of Massachusetts’ Waters Pursuant to Sections 305(b), 314 and 303(d) of the Clean Water Act Featuring new water quality assessments for the Blackstone, Boston Harbor (including Mystic, Neponset and Weymouth/Weir), Merrimack and Parker watersheds and the Cape Cod coastal drainage areas Commonwealth of Massachusetts Executive Office of Energy and Environmental Affairs Richard K. Sullivan, Jr., Secretary Massachusetts Department of Environmental Protection Kenneth L. Kimmell, Commissioner Bureau of Resource Protection Bethany A. Card, Assistant Commissioner Massachusetts Category 5 Waters "Waters requiring a TMDL" EPA NAME SEGMENT ID DESCRIPTION SIZE UNITS IMPAIRMENT CAUSE TMDL NO. Lee River MA61-01 From confluence with Lewin Brook, Swansea to 0.02 SQUARE Fecal Coliform 38905 Route 6, Swansea/Somerset MILES Nutrient/Eutrophication Biological Indicators Lee River MA61-02 Route 6, Swansea/Somerset to mouth at Mount 0.51 SQUARE (Debris/Floatables/Trash*) Hope Bay, Swansea/Somerset MILES Chlorophyll-a Fecal Coliform 38906 Nitrogen (Total) Oxygen, Dissolved Taste and Odor Mount Hope Bay MA61-06 the Massachusetts portion from the Braga Bridge, 2.29 SQUARE Chlorophyll-a Fall River/Somerset to the state border Fall River, MILES Fecal Coliform 38908 MA/Tiverton, RI to the line from Braton Point Somerset to MA/RI border approximately 3/4 of a Fishes Bioassessments mile due east of Spar Island, RI Nitrogen (Total) Temperature, water Mount Hope Bay MA61-07 the Massachusetts -
Plymouth County, Massachusetts (All Jurisdictions)
VOLUME 3 OF 5 PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER ABINGTON, TOWN OF 250259 MARSHFIELD, TOWN OF 250273 BRIDGEWATER, TOWN OF 250260 MATTAPOISETT, TOWN OF 255214 BROCKTON, CITY OF 250261 MIDDLEBOROUGH, TOWN OF 250275 CARVER, TOWN OF 250262 NORWELL, TOWN OF 250276 DUXBURY, TOWN OF 250263 PEMBROKE, TOWN OF 250277 EAST BRIDGEWATER, TOWN OF 250264 PLYMOUTH, TOWN OF 250278 HALIFAX, TOWN OF 250265 PLYMPTON, TOWN OF 250279 HANOVER, TOWN OF 250266 ROCHESTER, TOWN OF 250280 HANSON, TOWN OF 250267 ROCKLAND, TOWN OF 250281 HINGHAM, TOWN OF 250268 SCITUATE, TOWN OF 250282 HULL, TOWN OF 250269 WAREHAM, TOWN OF 255223 KINGSTON, TOWN OF 250270 WEST BRIDGEWATER, TOWN OF 250284 LAKEVILLE, TOWN OF 250271 WHITMAN, TOWN OF 250285 MARION, TOWN OF 255213 PRELIMINARY: APRIL 18, 2018 FLOOD INSURANCE STUDY NUMBER 25023CV003D Version Number 2.3.3.5 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 5 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 17 2.1 Floodplain Boundaries 17 2.2 Floodways 34 2.3 Base Flood Elevations 35 2.4 Non-Encroachment Zones 35 2.5 Coastal Flood Hazard Areas 35 2.5.1 Water Elevations and the Effects of Waves 35 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 37 2.5.3 Coastal High Hazard Areas 38 2.5.4 Limit of Moderate Wave Action 39 SECTION 3.0 -
TWO RIVERS MASTER PLAN a Recreational Trail Through the City
BROCKTON TWO RIVERS MASTER PLAN A Recreational Trail through the City CITY OF BROCKTON | Mayor James E. Harrington | City Planner Nancy Stack Savoie Hubert Murray Architect + Planner | July 2008 2 Introduction 0 Program Goals / Common Issues 0 Strategies for Action 07 Area Analyses and Proposals 19 Study Area 01 20 Study Area 02 26 Study Area 0 4 Study Area 04 44 Study Area 05 46 Implementation 48 References 52 Appendix | Maps and Aerials 54 TABLE OF CONTENTS MASTER PLAN OVERVIEW For a quick understanding of the Two Rivers Master Plan, read the Introduction (p.1) and Program Goals / Common Issues (p.3). Strategies for Action (pp.7-17) gives an overview of what needs to be done. Area Analyses and Proposals (pp. 19-47) goes into more detail. Implementation (p.48) indicates next steps and funding possibilities. 20 miles radius from Brockton 5.44 miles E-W HOLBROOK ABINGTON AVON STOUGHTON WHITMAN 5.8 miles N-S EASTON EAST BRIDGEWATER WEST BRIDGEWATER William L. Douglas, shoe manufacturer and retailer, was elected governor of the Commonwealth for the term 905-906. INTRODUCTION Purpose On the other hand, city government has managed to urban parks have been created in the center of The purpose of this study is to provide an overview attract a number of government offices to provide the city as the beginnings of an urban open space of the recreational and environmental potential for local employment as well as attracting federal and system known as the Salisbury Greenway. Frederick restoring and enhancing the urban environment state investment programs in housing, education and Douglass Way (formerly High Street) has been through which Brockton’s Two Rivers run. -
Vectordraw Printing
PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) Volume 1 of 3 COMMUNITY NAME COMMUNITY NUMBER ABINGTON, TOWN OF 250259 BRIDGEWATER, TOWN OF 250260 BROCKTON, CITY OF 250261 CARVER, TOWN OF 250262 DUXBURY, TOWN OF 250263 EAST BRIDGEWATER, TOWN OF 250264 HALIFAX, TOWN OF 250265 HANOVER, TOWN OF 250266 HANSON, TOWN OF 250267 HINGHAM, TOWN OF 250268 HULL, TOWN OF 250269 KINGSTON, TOWN OF 250270 LAKEVILLE, TOWN OF 250271 MARION, TOWN OF 255213 MARSHFIELD, TOWN OF 250273 MATTAPOISETT, TOWN OF 255214 MIDDLEBOROUGH, TOWN OF 250275 NORWELL, TOWN OF 250276 PEMBROKE, TOWN OF 250277 PLYMOUTH, TOWN OF 250278 PLYMPTON, TOWN OF 250279 ROCHESTER, TOWN OF 250280 ROCKLAND, TOWN OF 250281 SCITUATE, TOWN OF 250282 WAREHAM, TOWN OF 255223 WEST BRIDGEWATER, TOWN OF 250284 WHITMAN, TOWN OF 250285 Effective: July 17, 2012 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 25023CV001A NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. Selected Flood Insurance Rate Map panels for the community contain information that was previously shown separately on the corresponding Flood Boundary and Floodway Map panels (e.g., floodways, cross sections). In addition, former flood hazard zone designations have been changed as follows: Old Zone New Zone A1 through A30 AE V1 through V30 VE B X C X Part or all of this Flood Insurance Study may be revised and republished at any time. -
Yield and Quality of Ground Water from Stratified-Drift Aquifers, Taunton River Basin, Massachusetts: Executive Summary
YIELD AND QUALITY OF GROUND WATER FROM STRATIFIED-DRIFT AQUIFERS, TAUNTON RIVER BASIN, MASSACHUSETTS: EXECUTIVE SUMMARY By Wayne W. Lapham and Julio C. Olimpio U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 86-4053A Prepared in cooperation with COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT DIVISION OF WATER RESOURCES Boston, Massachusetts 1989 DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information, write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey Books and Open-File Reports Section Water Resources Division U.S. Geological Survey 10 Causeway Street, Suite 926 Box 25425, Federal Center Boston, MA 02222-1040 Denver, CO 80225 CONTENTS Page Introduction.................................................................................................................................. 1 Physical setting and hydrogeology of the basin................................................................... 2 Aquifer yields............................................................................................................................... 2 Estimates from model simulations.................................................................................. 2 Appraisal of yield estimates.............................................................................................. 5 Quality of ground water............................................................................................................ -
PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) Volume 1 of 4
PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) Volume 1 of 4 COMMUNITY NAME COMMUNITY NUMBER ABINGTON, TOWN OF 250259 BRIDGEWATER, TOWN OF 250260 BROCKTON, CITY OF 250261 CARVER, TOWN OF 250262 DUXBURY, TOWN OF 250263 EAST BRIDGEWATER, TOWN OF 250264 HALIFAX, TOWN OF 250265 HANOVER, TOWN OF 250266 HANSON, TOWN OF 250267 HINGHAM, TOWN OF 250268 HULL, TOWN OF 250269 KINGSTON, TOWN OF 250270 LAKEVILLE, TOWN OF 250271 MARION, TOWN OF 255213 MARSHFIELD, TOWN OF 250273 MATTAPOISETT, TOWN OF 255214 MIDDLEBOROUGH, TOWN OF 250275 NORWELL, TOWN OF 250276 PEMBROKE, TOWN OF 250277 PLYMOUTH, TOWN OF 250278 PLYMPTON, TOWN OF 250279 ROCHESTER, TOWN OF 250280 ROCKLAND, TOWN OF 250281 SCITUATE, TOWN OF 250282 WAREHAM, TOWN OF 255223 WEST BRIDGEWATER, TOWN OF 250284 WHITMAN, TOWN OF 250285 REVISED NOVEMBER 4, 2016 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 25023CV001C NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. The Federal Emergency Management Agency (FEMA) may revise and republish part or all of this Preliminary FIS report at any time. In addition, FEMA may revise part of this FIS report by the Letter of Map Revision (LOMR) process, which does not involve republication or redistribution of the FIS -
Concentrations of Per- and Polyfluoroalkyl Substances (PFAS) in Selected Brooks and Rivers in Massachusetts, 2020
Concentrations of Per- and Polyfluoroalkyl Substances (PFAS) in Selected Brooks and Rivers in Massachusetts, 2020 Stephanie Cooper Deputy Commissioner Massachusetts Department of Environmental Protection Objectives: Analyze River Water for PFAS to Characterize… 1. PFAS near Wastewater Treatment Facilities (WWTF) that discharge upstream of public water supply intakes • 48 Sites: upstream/downstream of 24 WWTFs 2. PFAS downstream of possible non-point or industrial sources (non WWTF) • 9 Sites 3. Background PFAS at locations with no known PFAS sources Westfield River • 7 sites Cold River Project Sampling Locations WWTF-Vicinity Sampling Locations Sampling Results • PFAS detected in all 27 rivers sampled • Number of PFAS compounds detected at each location (of 24 tested): • Average: 10 compounds • Range: 2 - 16 compounds • Largest number of detections: Shawsheen River (16 PFAS) • Concentration range for individual PFAS analytes Non Detect - 109 ng/L Observations: PFAS6* Results *PFAS6: the MassDEP PFAS Drinking Water Standard sets a limit for the sum of six PFAS • Concentration range for individual PFAS6 analytes only (all sites): Non Detect-55 ng/l • Concentration range for PFAS6 (all sites): Non Detect-108 ng/l • Number of sites (of 64 total) with PFAS6 concentrations greater than 20 ng/l: 43 sites PFAS6: Upstream/Downstream of WWTF Observations: PFAS24* Results *PFAS24: the sum of the 24 PFAS included in the lab methodology and is not a drinking water standard • Range of PFAS 24 (all sites): 0.3-399 ng/l (ppt) • PFAS24 > 50 ng/L detected at 41 of the 64 sites sampled • Waterbodies with higher PFAS24 concentrations >~50 ng/l: o Assabet River o Sawmill Brook o Sewage Brook o Nemasket River o Concord River o Salisbury Plain River o Nashua River (maximum [sum24] o Town River observed= 399 ng/l, DS of E. -
Notice of Comprehensive Receiving Water
Public Noticc Massachusetts Department of EmlironmentaI Protection Bureau of Resource Protection Boston Region 1 Winter Street Bostoil, MA 021 08 Public notice is hereby given [or City or Brockton, Massachusetts to perform tlie follonriilg Snpplemenlal Eti\lirorlniental P~.ojecl-Comyrellensive Receiving Water Assessment in compliance wilh Cousent Degree Civil Actio~iCase No. 1:06-cv-11334- NMG. The assessment includes biological and chemical sampliilg at tell sanlpling locatiolls by city staff and CDM for years one (2009) and thee (201 1) of the Assessme~~t during the monlh of August. According to the SEP, docu~lletltatioilof the assesslllellt \\rill be lnacle in the SEP Completion Report, \vhic11 sliall be submitted March 3 1, 2012. The curreut estinlate to co111pleteall \\fork is $95,000. The De~>al-tme~lt\vill co~lsiclerall \vrittetl coillillellts on Il~eCity of Bi.ockton's Co~llprchensiveReceiving Water Assessment received bv A111.il 24,2009. Additional i~lfor~llation gard ding this application may be obtained by coiltactiilg the Department at (617) 654-6536. Written comments mnst be addressed to: Jennifer Wood, MassDEP, One Winter St., 6"' flool*,Bostoil, MA 02108. "City of Chm~zpio~zs" DEPARTMENT OF PUBLIC WORKS OFFICE OF THE COMMISSIONER February 26, 2009 CERTIFIED h1AI L 7007 07 10 0002 5712 6798 I. Andrew Goldberg Assistalzt A tto~nc)lGeneral n'lassachuset~sOffice of the Attorney Gener:11 One Asl1hurlon Place 18th Floor Boston, MA 02 108 Subject: 13roclcto11,R'lassach~rsetts Wastewater. ColIection/T~.ctltn~enCFacility C.'onscnt Dccl-ce Ci\lil Action Cnse No. I :06-cv-l1334-iUR'lC; Dear Mr. -
Stream Continuity Assessment in the Taunton River Watershed
Stream Continuity Assessment in the Taunton Watershed June 2017 Stream Continuity Assessment in the Taunton River Watershed Table of Contents Executive Summary p. 5 1. The Importance of Stream Continuity p. 8 2. The Taunton River, its Tributaries and Watershed p. 12 3. Regulatory Standards to Protect Streams p. 18 4. Programs to Identify Priorities for Crossing Upgrade/Replacement p. 19 in Massachusetts A. Geographic Roadway Runoff Inventory Program B. BioMap2 C. Conservation Assessment and Prioritization System (CAPS) D. Critical Linkages Project E. River and Stream Continuity Project/NAACC 5. Stream Crossing Assessment Procedure p. 24 6. Overview of Findings of the Taunton River Watershed Stream Crossing p. 27 Surveys 7. Taunton River Watershed Sites with Significant Potential for Ecological p. 35 Restoration 8. Stream Crossing Success Story p. 45 9. What Cities and Towns Can Do p. 47 Appendix A: Stream Crossings Listed by Town Appendix B: Stream Crossings Listed by Sub-watershed Appendix C: Additional Tables: Table 9. Crossings in Poor or Damaged Condition Table 10. Crossings with Severe Constriction Table 11. Crossings with Skewed Alignment Table 12. Crossings with Inlet and Outlet Drops Table 13. Unassessed Sites Ranked as Tier 1 or 2 1 List of Tables1 Table 1. Number of Sites Surveyed by Municipality with Barrier Evaluation p. 28 Table 2. Crossings Identified as Severe or Significant Barriers to Aquatic p. 29 Passage Table 3. Number of Crossings Surveyed and Barrier Evaluation by p. 31 Sub-watershed Table 4. Example of Information from Database p. 34 Table 5. Highest Priority Sites for Ecological Restoration p. 35 Table 6. -
Taunton River Watershed 2001 Water Quality Assessment Report I 62Wqar.Doc DWM CN 94.0 Snake River (Segment MA62-28)
62-AC-1 TAUNTON RIVER WATERSHED 2001 WATER QUALITY ASSESSMENT REPORT COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS STEPHEN R. PRITCHARD, SECRETARY MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION ROBERT GOLLEDGE JR., COMMISSIONER BUREAU OF RESOURCE PROTECTION GLENN HAAS, ACTING COMMISSIONER DIVISION OF WATERSHED MANAGEMENT GLENN HAAS, DIRECTOR NOTICE OF AVAILABILITY LIMITED COPIES OF THIS REPORT ARE AVAILABLE AT NO COST BY WRITTEN REQUEST TO: MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WATERSHED MANAGEMENT 627 MAIN STREET WORCESTER, MA 01608 This report is also available from the Massachusetts Department of Environmental Protection (MA DEP’s) home page on the World Wide Web at: http://www.mass.gov/dep/water/resources/wqassess.htm Furthermore, at the time of first printing, eight copies of each report published by this office are submitted to the State Library at the State House in Boston; these copies are subsequently distributed as follows: · On shelf; retained at the State Library (two copies); · Microfilmed retained at the State Library; · Delivered to the Boston Public Library at Copley Square; · Delivered to the Worcester Public Library; · Delivered to the Springfield Public Library; · Delivered to the University Library at UMass, Amherst; · Delivered to the Library of Congress in Washington, D.C. Moreover, this wide circulation is augmented by inter-library loans from the above-listed libraries. For example a resident in Bridgewater can apply at their local library for loan of any MA DEP/Division of Watershed Management (DWM) report from the Worcester Public Library. A complete list of reports published since 1963 is updated annually and printed in July. This report, entitled, “Publications of the Massachusetts Division of Watershed Management – Watershed Planning Program, 1963-(current year)”, is also available by writing to the DWM in Worcester. -
Yield and Quality of Ground Water from Stratified-Drift Aquifers, Taunton River Basin, Massachusetts
YIELD AND QUALITY OF GROUND WATER FROM STRATIFIED-DRIFT AQUIFERS, TAUNTON RIVER BASIN, MASSACHUSETTS By Wayne W. Lapham U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 86-4053 Prepared in cooperation with the DEPARTMENT OF ENVIRONMENTAL MANAGEMENT DIVISION OF WATER RESOURCES Boston, Massachusetts 1988 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information, write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey Books and Open-File Reports Section Water Resources Division U.S. Geological Survey 150 Causeway Street, Suite 1309 Box 25425, Federal Center Boston, MA 02114-1384 Denver, CO 80225 CONTENTS Page Abstract - - - - 1 Introduction - 1 Background - - - - - 1 Purpose and scope -- - 2 Previous investigations 2 Geographic setting - - - - 2 Generalized hydrogeologic setting - - - 3 Acknowledgments - 6 Hydrogeologic characteristics of the stratified-drift aquifers 6 Location, areal extent, and hydraulic properties - 6 Water-level fluctuations -- - - - - 6 Ground-water discharge 6 Stream discharge - - 13 Yields of the stratified-drift aquifers - 20 Methods of study - - . ............... ..._........ 20 Use of ground-water-flow models - 25 Model input 27 Short-term yields from storage 27 Long-term yields from ground-water discharge, induced infiltration, and storage - 27 Simulated yields from induced infiltration and storage 29 Estimated yields from ground-water discharge, induced infiltration, and storage 29 Effect -
Open PDF File, 9.54 MB, for Taunton River Watershed 2001 Water
MATFIELD RIVER SUBWATERSHED The Matfield River and its tributaries drain 77 square miles of the northeast portion of the Taunton River Basin. This subwatershed contains some of the most densely developed areas of the state. The following segments are included in the Matfield River subwatershed (Figure 9): Lovett Brook (Segment MA62-46) Salisbury Brook (Segment MA62-08) Trout Brook (Segment MA62-07) Salisbury Plain River (Segment MA62-05) Salisbury Plain River (Segment MA62-06) Beaver Brook (Segment MA62-09) Meadow Brook (Segment MA62-38) Shumatuscacant River (Segment MA62-33) Poor Meadow Brook (Segment MA62-34) Satucket River (Segment MA62-10) Matfield River (Segment MA62-32) In the northwest section of this subwatershed, Lovett Brook has its headwaters in Brockton and flows south joining Salisbury Brook. Salisbury Brook continues in a southeast direction joining with Trout Brook near downtown Brockton to form the Salisbury Plain River. The Salisbury Plain River flows in a southerly direction through highly urbanized portions of Brockton before heading east to form the Matfield River at its confluence with Beaver Brook in East Bridgewater. Meadow Brook has its origins in Whitman and joins the Matfield River in East Bridgewater. The northeastern section of the Matfield River subwatershed is drained by the 8.5-mile Shumatuscacant River, which runs through the towns of Abington and Whitman and joins Poor Meadow Brook in Hanson. Poor Meadow Brook then flow south westerly to Robbins Pond. The Satucket River originates in Robbins Pond in Bridgewater and meanders in a generally westerly direction before joining the Matfield River in East Bridgewater. The land use in the western portion of the Matfield River subwatershed (Lovett, Salisbury, and Trout Brooks and Salisbury Plain River) is primarily residential followed by forest and some commercial and open space areas.