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J. Matthew Bellisle, P.E. Senior Vice President
J. Matthew Bellisle, P.E. Senior Vice President RELEVANT EXPERIENCE Mr. Bellisle possesses more than 20 years of experience working on a variety of geotechnical, foundation, civil, and dam engineering projects. He has acted as principal-in-charge, project manager, and project engineer for assignments involving geotechnical design, site investigations, testing, instrumentation, and construction monitoring. His experience also includes over 500 Phase I inspections and Phase II design services for earthen and concrete dams. REGISTRATIONS AND Relevant project experience includes: CERTIFICATIONS His experience includes value engineering of alternate foundation systems, Professional Engineer – Massachusetts, ground improvement methodologies, and temporary construction support. Mr. Rhode Island, Bellisle has also developed environmental permit applications and presented at New Hampshire, New York public hearings in support of public and private projects. Dam Engineering PROFESSIONAL AFFILIATIONS Natural Resources Conservation Services (NRCS): Principal-in- American Society of Civil Charge/Project Manager for various stability analyses and reports to assess Engineers long-term performance of vegetated emergency spillways. Association of State Dam - Hop Brook Floodwater Retarding Dam – Emergency Spillway Safety Officials Evaluation - George H. Nichols Multipurpose Dam – Conceptual Design of an Armored Spillway EDUCATION - Lester G. Ross Floodwater Retarding Dam – Emergency Spillway University of Rhode Island: Evaluation M.S., Civil Engineering 2001 - Cold Harbor Floodwater Retarding Dam – Emergency Spillway B.S., Civil & Environmental Evaluation Engineering, 1992 - Delaney Complex Dams – Emergency Spillway Evaluation PUBLICATIONS AND Hobbs Pond Dam: Principal-in-Charge/Project Manager for the design PRESENTATIONS and development of construction documents of a new armored auxiliary spillway and new primary spillway to repair a filed embankment and Bellisle, J.M., Chopy, D, increase discharge capacity. -
Open PDF File, 1.14 MB, for Taunton River Watershed 2001
APPENDIX A TAUNTON RIVER WATERSHED DWM YEAR 2001 WATER QUALITY MONITORING DATA Technical Memorandum TM-62-6 DWM Control Number: 94.1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ELLEN ROY HERZFELDER, SECRETARY MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION ROBERT W. GOLLEDGE JR., COMMISSIONER DIVISION OF WATERSHED MANAGEMENT GLENN HAAS, DIRECTOR Taunton River Watershed 2001 Water Quality Assessment Report Appendix A A1 62wqar.doc DWM CN 94.0 Table of Contents Introduction ......................................................................................................................................A3 Project Objectives .............................................................................................................................A3 Field and Analytical Methods .............................................................................................................A4 Survey Conditions...........................................................................................................................A12 Water Quality Data .........................................................................................................................A17 References Cited ............................................................................................................................A34 Appendix 1 - Quality Assurance/Quality Control Data Validation .......................................................A35 Appendix 2 - 2001 Data Symbols and Qualifiers ..............................................................................A42 -
Taunton, MA Waterbody Assessment, 305(B)/303(D)
MA62-10_2008 MA62-22_2008 MA62-32_2008 Matfield River (5) Satucket River (2) Coweeset Brook (3) 106 West 28 123 MA62-13_2008 Bridgewater Town River (3) Mansfield Easton MA62106_2008 MA62-12_2008 MA62-13_2008 Hockomock River Little Cedar Swamp (3) Town River (3) Town River (3) MA62203_2008 Town Black Brook River Fuller Hammond Ward Pond (3) MA62-35_2008 TownTown RiverRiver Pond Hockomock River (3) MA62134_2008 MA62158_2008 MA62-11_2008 Norton Reservoir (5) Reservoir (3) Town River (3) MA62-27_2008 South Brook 138 South Brook Canoe River (2) MA62-31_2008 Mulberry Meadow Brook (3) Carver Canoe River Pond MA62033_2008 Norton MA62213_2008 Carver Pond (4c) Reservoir Winnecunnet Pond (4c) MA62131_2008 Norton Lake Nippenicket (4c) (TMDL) 140 Bridgewater Winnecunnet MA62-28_2008 Lake 18 Pond Nippenicket MA62-40_2008 Snake River (3) 495 Rumford River Rumford River Rumford River (2) Watson Sawmill Brook SnowsBrook 104 SnowsBrook Pond MA62007_2008 MA62-56_2008 MA62-36_2008 Barrowsville Pond (3) Three Mile River (5) MA62166_2008 MA62088_2008 Sawmill Brook (3) Barrowsville MA62084_2008 MA62205_2008 Lake Sabbatia (5) Hewitt Pond (3) Gushee PondMA62-49_2008 Pond Gushee Pond (4c) Watson Pond (5) Otis Pratt Brook Wading River (5) Meadow Sabbatia Lake Kings Brook Pond Prospect Hill MA62101_2008 Pond Pond MA62228_2008 Mill Kings Pond (3) 24 MA62113_2008 River Johnson Bassett Brook Whittenton Impoundment (4c) Pond Meadow Brook Pond (3) MA62149_2008 Birch Brook Prospect Hill Pond (3) MA62097_2008 Middleborough MA62-56_2008 Three Mile River (5) MA62136_2008 -
Mansfield, MA
Mansfield, MA Municipal Vulnerability Preparedness (MVP) and Community Resilience Building Workshop Summary of Findings January 2019 Submitted by: Overview Mansfield is a town of over 23,000 residents in northwestern Bristol County, MA. Its neighboring towns include Easton to the east, Sharon to the northeast, Foxboro to the north, North Attleboro to the west, Attleboro to the southwest, and Norton to the south (see map from Mansfield’s 2017 Open Space Plan). It is located about 28 miles south of Boston, 14 miles from Brockton, and 19 miles from Providence, Rhode Island. This inland community has collaborated with neighboring towns to steward shared natural resources, namely through the Canoe River Aquifer Advisory Committee (CRAAC). Much of Mansfield is low‐lying, and its proximity to critical water bodies like the Canoe River and Rumford River makes effective household and municipal water management systems important. The increasing severity of the regional flood‐drought cycle is noted as a top concern to many residents. Regionally unique ecosystems like the Great Woods offer multiple benefits to the surrounding community and must be actively preserved against climate hazards. In addition to the flood‐drought cycle, heavy precipitation, high winds, and extreme temperatures have severely impacted Mansfield’s various assets. The town sees collaborative planning as the most effective way to ensure the future safety of town residents, and the protection of critical shared resources. This value of collaboration is seen in Mansfield’s leadership as part of an emerging regional group of open space experts working to coordinate conservation efforts. To help the town consider and prioritize actions to improve its climate resilience, the Town of Mansfield applied for and received a grant from the Massachusetts Executive Office of Energy and Environmental Affairs (EEA) to become a Designated Municipal Vulnerability Preparedness (MVP) Community. -
Bristol County, Massachusetts (All Jurisdictions)
VOLUME 2 OF 4 BRISTOL COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) Bristol County COMMUNITY NAME COMMUNITY NUMBER ACUSHNET, TOWN OF 250048 ATTLEBORO, CITY OF 250049 BERKLEY, TOWN OF 250050 DARTMOUTH, TOWN OF 250051 DIGHTON, TOWN OF 250052 EASTON, TOWN OF 250053 FAIRHAVEN, TOWN OF 250054 FALL RIVER, CITY OF 250055 FREETOWN, TOWN OF 250056 MANSFIELD, TOWN OF 250057 NEW BEDFORD, CITY OF 255216 NORTH ATTLEBOROUGH, TOWN OF 250059 NORTON, TOWN OF 250060 RAYNHAM, TOWN OF 250061 REHOBOTH, TOWN OF 250062 SEEKONK, TOWN OF 250063 SOMERSET, TOWN OF 255220 SWANSEA, TOWN OF 255221 TAUTON, CITY OF 250066 WESTPORT, TOWN OF 255224 REVISED JULY 16, 2014 FLOOD INSURANCE STUDY NUMBER 25005CV002B 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 (shaded) B X C X Part or all of this Flood Insurance Study may be revised and republished at any time. In addition, part of this Flood Insurance Study may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the Flood Insurance Study. -
Health Consultation, Rumford River Site
Health Consultation SDMS DocID 000225309 RUMFORD RIVER SITE MANSFIELD, BRISTOL COUNTY, MASSACHUSETTS JUNE 16,1999 U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES Public Health Service Agency for Toxic Substances and Disease Registry Division of Health Assessment and Consultation Atlanta, Georgia 30333 HEALTH CONSULTATION RUMFORD RIVER SITE MANSFIELD, BRISTOL COUNTY, MASSACHUSETTS Prepared by: Bureau of Environmental Health Assessment Massachusetts Department of Public Health Under Cooperative Agreement with the Agency for Toxic Substances and Disease Registry Background Statement of Issues In February 1999, the United States Environmental Protection Agency (EPA) submitted environmental data from the Rumford River Site to the Massachusetts Department of Public Health (MDPH) (EPA, 1999). EPA requested the MDPH review these data and make recommendations regarding the potential for adverse health effects for people with opportunities for exposure to contaminated media (e.g., water, soils, fish tissue) at the site. While not limiting the scope of MDPH's evaluation, EPA requested responses to four specific questions about the immediate public health concerns for the site: 1. Should the provisional advisory against consuming fish from-the Rumford River, Fulton Pond, Kingman Pond, Cabot Pond, and Norton Reservoir be made permanent? 2. Do th concentratione s of chemicals in the soil sample from Robinson Park in Mansfield indicate that opportunities for exposure to soils in the park would result in adverse health effects? 3. Do th concentratione s of chemicals in the surface soil samples from the Hatheway and Patterson Company property indicate that opportunities for exposure could result in adverse health effects? 4. Do th concentratione s of chemicals in the sediment and water samples from the Rumford River indicate that opportunities for exposure could result in adverse health effects? MDPH completed this health consultation through its cooperative agreement with the U.S. -
Taunton Reconnaissance Report
TAUNTON RECONNAISSANCE REPORT TAUNTON RIVER LANDSCAPE INVENTORY MASSACHUSETTS HERITAGE LANDSCAPE INVENTORY PROGRAM Massachusetts Department of Conservation and Recreation Taunton River Wild & Scenic Study Committee Southeastern Regional Planning and Economic Development District PROJECT TEAM Massachusetts Department of Conservation and Recreation Jessica Rowcroft, Preservation Planner Division of Planning and Engineering Southeastern Regional Planning and Economic Development District Bill Napolitano, Principal Environmental Planner Project Consultants Shary Page Berg Gretchen G. Schuler Virginia Adams, PAL Local Project Coordinator Maryan Nowak Local Heritage Landscape Participants Sherry Hanlon Jane Hennedy Bill Napolitano Bob Newhall Cathal O’Brien Charles Winokoor November 2005 INTRODUCTION Heritage landscapes are places that are created by human interaction with the natural environment. They are dynamic and evolving; they reflect the history of the community and provide a sense of place; they show the natural ecology that influenced land use patterns; and they often have scenic qualities. This wealth of landscapes is central to each community’s character; yet heritage landscapes are vulnerable and ever changing. For this reason it is important to take the first steps towards their preservation by identifying those landscapes that are particularly valued by the community – a favorite local farm, a distinctive neighborhood or mill village, a unique natural feature, or the Taunton River corridor. To this end, the Massachusetts Department of Conservation and Recreation (DCR), the Southeastern Regional Planning and Economic Development District (SRPEDD) and the Taunton Wild & Scenic River Study Committee have collaborated to bring the Heritage Landscape Inventory program (HLI) to communities along the Taunton River. The primary goal of the program is to help communities identify a wide range of landscape resources, particularly those that are significant and unprotected. -
Town of Mansfield, Draft Permit, MA0101702
Permit No. MA0101702 Page 1 of 20 AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of the Federal Clean Water Act, as amended, (33 U.S.C. §§1251 et seq.; the "CWA"), and the Massachusetts Clean Waters Act, as amended, (M.G.L. Chap. 21, §§ 26-53), Town of Mansfield is authorized to discharge from the facility located at Mansfield Water Pollution Abatement Facility Intersection of Hill Street and Crane Street, Norton, MA to receiving water named Three Mile River in accordance with effluent limitations, monitoring requirements and other conditions set forth herein. The Towns of Norton and Foxboro are co-permittees for PART 1.B. UNAUTHORIZED DISCHARGES and PART 1.C. OPERATION AND MAINTENANCE OF THE SEWER SYSTEM, which include conditions regarding the operation and maintenance of the collection systems owned and operated by the Towns. The responsible Town authorities are: Town of Norton Water & Sewer Dept Town of Foxboro Water & Sewer Dept 70 E. Main Street 40 South Street Norton, MA 02766 Foxboro, MA 02035 This permit will become effective on the first day of the calendar month immediately following sixty days after signature.* This permit and the authorization to discharge expire at midnight, five (5) years from the last day of the month preceding the effective date. This permit supersedes the permit issued on April 9, 2004 This permit consists of Part I (20 pages including effluent limitations and monitoring requirements); Attachments A (USEPA Region 1 Freshwater Chronic Toxicity Test Procedure and Protocol, May 2007), B (USEPA Region 1 Freshwater Acute Toxicity Test Procedure and Protocol, February 2011) C (Reassessment of Technically Based Industrial Discharge Limits) and D (NPDES Permit Requirement For Industrial Pretreatment Annual Report), and Part II (25 pages including NPDES Part II Standard Conditions). -
RFQ/RFP #3-2021 Lake Quonnipaug Management Plan Town of Guilford, CT March 16, 2021 // ESS Proposal 17776
QUALIFICATIONS FOR RFQ/RFP #3-2021 Lake Quonnipaug Management Plan Town of Guilford, CT March 16, 2021 // ESS Proposal 17776 © 2021 ESS Group, Inc. Environmental Consulting & Engineering Services | www.essgroup.com | March 16, 2021 Mr. Matthew Hoey, III First Selectman Office of the First Selectman, 2nd Floor 31 Park Street Guilford, Connecticut 06437 Re: Request for Qualifications and Proposals for Lake Quonnipaug, Gilford, CT RFQ/RFP #3-2021 ESS Proposal No. 17776 Dear Mr. Hoey: ESS Group, Inc. (ESS) is pleased to provide this proposal to the Town of Guilford in response to the Request for Qualifications and Proposals (RFQ/P) for Lake Quonnipaug. We have organized our response to include all of the requested information in your RFQ/P. ESS routinely works with lake associations, state agencies, waters suppliers and municipalities such as yours to advise on lake management actions that maintain or improve on in-lake conditions using a variety of management approaches. Our approach to lake management is based on science and our recommendations will be tailored to meet the needs of the lake and the community based on the latest understanding of the science while working within the financial constraints of the town. ESS believes that we will set ourselves apart from the competition in the following ways: 1. The size and diverse capabilities of our company allow us to provide a highly qualified and experienced project staff, including two Certified Lake Managers (CLM), as well as other scientists and engineers to help prioritize actions for moving forward to solve management issues. 2. We have experience with every type of lake or reservoir in southern New England including lakes in southern Connecticut. -
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............................................................................................................ -
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. -
THE FLOODS of MARCH 1936 Part 1
If you do jno*-Be <l this report after it has served your purpose, please return it to the Geolocical -"" Survey, using the official mailing label at the end UNITED STATES DEPARTMENT OF THE INTERIOR THE FLOODS OF MARCH 1936 Part 1. NEW ENGLAND RIVERS Prepared in cooperation withihe FEDERAL EMERGENCY ADMINISTRATION OF PUBLIC WORKS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 798 UNITED STATES DEPARTMENT OF THE INTERIOR Harold L. Ickes, Secretary GEOLOGICAL SURVEY W. C. Mendenhall, Director Water-Supply Paper 798 THS^LOODS OF MARCH 1936 PART 1. NEW ENGLAND RIVERS NATHAN C. GROVER Chief Hydraulic Engineer Prepared in cooperation with the FEDERAL EMERGENCY ADMINISTRATION OF PUBLIC WORKS UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON : 1937 For sale by the Superintendent of Documents, Washington, D. C. Price 70 cents CONTENTS Page Abstract............................................................. 1 Introduction......................................................... 2 Authorization........................................................ 5 Administration and personnel......................................... 5 Acknowledgments...................................................... 6 General features of the storms....................................... 7 Floods of the New England rivers....................................o 12 Meteorologic and hydrologic conditions............................... 25 Precipitation records............................................ 25 General f>!-................................................... 25 Distr<* '-utlon