2020 Lakes and Ponds Annual Report
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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. -
Landscaping at the Water's Edge
LANDSCAPING/GARDENING/ECOLOGY No matter where you live in New Hampshire, the actions you take in your landscape can have far-reaching effects on water quality. Why? Because we are all connected to the water cycle and we all live in a watershed. A watershed is the LANDSCAPING land area that drains into a surface water body such as a lake, river, wetland or coastal estuary. at the Water’sAN ECOLOGICAL APPROACHEdge LANDSCAPING Landscaping at the Water’s Edge is a valuable resource for anyone concerned with the impact of his or her actions on the environment. This book brings together the collective expertise of many UNH Cooperative Extension specialists and educators and an independent landscape designer. Unlike many garden design books that are full of glitz and glamour but sorely lacking in substance, this affordable book addresses important ecological issues and empowers readers by giving an array of workable at the Water’s Edge solutions for real-world situations. ~Robin Sweetser, Concord Monitor columnist, garden writer for Old Farmer’s Almanac, and NH Home Magazine Landscaping at the Water’s Edge provides hands-on tools that teach us about positive change. It’s an excellent resource for the gardener, the professional landscaper, designer, and landscape architect—to learn how to better dovetail our landscapes with those of nature. ~Jon Batson, President, NH Landscape Association Pictured here are the : A major river watersheds in N ECOLOGICAL APPROACH New Hampshire. This guide explains how our landscaping choices impact surface and ground waters and demonstrates how, with simple observation, ecologically based design, and low impact maintenance practices, you can protect, and even improve, the quality of our water resources. -
Phase 2 Report (PDF)
Project Name: Phase 2 Comprehensive Wastewater Management Plan & Final Environmental Impact Report EEA #13388 REPORT Project Location: Mansfield & Norton, Massachusetts Prepared for: Town of Mansfield, Massachusetts Prepared by: CDM Smith 75 State Street, Suite 701 Boston, Massachusetts 02109 Date of Filing: June 2015 75 State Street, Suite 701 Boston, Massachusetts 02109 tel: 617 452-6000 June 10, 2015 Mr. Matthew A. Beaton, Secretary Executive Office of Energy and Environmental Affairs Attn: MEPA Office 100 Cambridge Street, Suite 900 Boston, MA 02114 Subject: Final Environmental Impact Report and Phase 2 Comprehensive Wastewater Management Plan, EOEA No. 13388 Town of Mansfield - Proponent Dear Secretary Beaton: On behalf of the Town of Mansfield (Town), CDM Smith Inc. (CDM Smith) submits this Final Environmental Impact Report (FEIR) and Phase 2 Comprehensive Wastewater Management Plan (CWMP) in accordance with the MEPA Regulations. The FEIR responds to the scope of work identified by MEPA and outlined in the Draft EIR Certificate dated November 26, 2014. The recommended wastewater plan includes expansion of the existing Water Pollution Control Facility (WPCF) located in Norton and construction of wastewater effluent recharge infiltration basins for infiltration of treated wastewater effluent. In addition, the Fruit Street Landfill, located in Mansfield and previously used for sludge and grit disposal from the WPCF, will be capped and closed. The recommended wastewater management plan as described herein requires MEPA review pursuant to Section 11.03(5)(b)(2) and 11.03(5)(4)(d)ii because a 1.0 mgd expansion of the existing WPCF is proposed and effluent recharge greater than 0.5 mgd is proposed. -
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. -
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. -
Blue Riverriver
Reviving River Yamuna An Actionable Blue Print for a BLUEBLUE RIVERRIVER Edited by PEACE Institute Charitable Trust H.S. Panwar 2009 Reviving River Yamuna An Actionable Blue Print for a BLUE RIVER Edited by H.S. Panwar PEACE Institute Charitable Trust 2009 contents ABBREVIATIONS .................................................................................................................................... v PREFACE .................................................................................................................................................... vii CHAPTER 1 Fact File of Yamuna ................................................................................................. 9 A report by CHAPTER 2 Diversion and over Abstraction of Water from the River .............................. 15 PEACE Institute Charitable Trust CHAPTER 3 Unbridled Pollution ................................................................................................ 25 CHAPTER 4 Rampant Encroachment in Flood Plains ............................................................ 29 CHAPTER 5 There is Hope for Yamuna – An Actionable Blue Print for Revival ............ 33 This report is one of the outputs from the Ford Foundation sponsored project titled CHAPTER 6 Yamuna Jiye Abhiyaan - An Example of Civil Society Action .......................... 39 Mainstreaming the river as a popular civil action ‘cause’ through “motivating actions for the revival of the people – river close links as a precursor to citizen’s mandated actions for the revival -
TAILINGS DAM BREACH ASSESSMENT Knight Piésold
IDM MINING LTD. RED MOUNTAIN UNDERGROUND GOLD PROJECT TAILINGS DAM BREACH ASSESSMENT PREPARED FOR: IDM Mining Ltd. 1500 – 409 Granville Street Vancouver, British Columbia Canada, V6C 1T2 PREPARED BY: Knight Piésold Ltd. Suite 1400 – 750 West Pender Street Vancouver, BC V6C 2T8 Canada p. +1.604.685.0543 • f. +1.604.685.0147 Knight Piésold VA101-594/4-6 Rev 0 C O N S U L T I N G June 16, 2017 www.knightpiesold.com IDM MINING LTD. RED MOUNTAIN UNDERGROUND GOLD PROJECT TAILINGS DAM BREACH ASSESSMENT VA101-594/4-6 Rev Description Date 0 Issued in Final June 16, 2017 Knight Piésold Ltd. Suite 1400 750 West Pender Street Vancouver, British Columbia Canada V6C 2T8 Telephone: (604) 685-0543 Facsimile: (604) 685-0147 www.knightpiesold.com IDM MINING LTD. RED MOUNTAIN UNDERGROUND GOLD PROJECT EXECUTIVE SUMMARY A tailings dam breach assessment for the Bromley Humps Tailings Management Facility (TMF) was conducted for the Red Mountain Underground Gold Project. The dam breach study presented herein is not a risk assessment and ignores the likelihood of occurrence of a breach. The purpose of the study was to generate inundation maps that are used for evaluating the downstream incremental impacts to population at risk (PAR) and potential loss of life, to environmental and cultural values (including consequences to wildlife and commercial, recreational, and aboriginal (CRA) fisheries), and to infrastructure and economics (CDA 2014). This report also supports the assessment of the “breach or failure of tailings dam or other containment structure” as identified in Section 9 – Accidents and Malfunctions of The Application Information Requirements for the Project (EAO 2017). -
Physical Dimensions and Hydrologic Effects of Beaver Ponds on Kuiu Island in Southeast Alaska
Physical Dimensions and Hydrologic Effects of Beaver Ponds on Kuiu Island in Southeast Alaska by David Beedle A THESIS submitted to Oregon State University in partial fulfillment of the requirements of the degree of Master of Science Completed August 28, 1991 Coimnenceinent June 1992 APPROVED: Professor of Forest Engineering in charge of major Head of department of Forest Engineering Dean of Graduate School Date thesis is presented August 28. 1991 Typed by David L. Beedle AN ABSTRACT OF THE THESIS OF David L. Beedle for the degree ofMaster of Science in Forest Engineeringpresented onAugust 28, 1991 Title: Physical Dimensions and Hydrologic Effects of Beaver Ponds on Kuiu Island in Southeast Alaska Abstract approved: Robert L. Beschta Dimensional characteristics of 44 beaver dams and ponds on Kuiu Island in Southeast Alaska were determined to evaluate the hydrologic effects of these structureson peak flows. The study area consisted of low gradient, incised streams in broad U-shaped valleys. Pond routing simulations were conducted using four return intervals (2-, 10-, 25-, and 50-year) and seven watershed sizes through medium- (752 m2 of surface area) and large-sized (6002 m2) beaver ponds. The annual precipitation during field data collection was below normal resulting in a need to estimate winter pond conditions from summertime measurements. The average dam length and height was 32 m and 0.7 in, respectively. The average winter pond surface area and volume was 2,140 m2 and 1,250 m3, respectively. Pond volume was significantly related (p = 0.05) to surface area (r2= 0.91). Dam and pond dimensions were influenced by local stream and landscape characteristics. -
Stormwater Master Plan 2012 CITY of ST
August 2012 Stormwater Master Plan 2012 CITY OF ST. PETERS, MISSOURI BLACK AND VEATCH PATTI BANKS ASSOCIATES City of St. Peters Stormwater Master Plan 2012, FINAL Report Summary This Stormwater Master Plan will be used for planning of future capital improvements, improving water quality, and continuing compliance with Missouri Department of Natural Resources Municipal Separate Storm Sewer Systems (MDNR MS4) regulations. Preliminary investigations have evaluated the existing conditions of the City’s open-channel stormwater infrastructure based on hydrologic and hydraulic modeling, field reconnaissance, water quality modeling, and review of relevant policies at the City, State, and Federal levels. The City of St. Peters has a population of approximately 57,000 and encompasses about 22 square miles. The City owns, operates and maintains over 165 miles of storm sewer pipe and associated structures, as well as 3 pump stations. The City contains more than 47 miles of waterway, 55 stream/roadway crossings, 43 wet retention basins and 207 dry detention basins. The majority of the City is situated in the Dardenne Creek Watershed, a 29 mile long basin that covers approximately the middle third of St. Charles County and drains to the Mississippi River. The primary subwatershed in St. Peters is Spencer Creek. Other subwatersheds identified by the US Army Corps of Engineers (USACE) include East Dardenne, Sandfort Creek, and un-named Tributaries No. 1 and No. 2. A small portion in the southeast of St. Peters drains to the Missouri River. Hydrologic and Hydraulic Modeling The City’s current stormwater master plan, completed in 2002, included computer models developed at a level of detail suitable for master planning. -
Mcguire Nuclear Station
Duke STEVEN DCAPPS ztEnergy, Vice President McGuire Nuclear Station Duke Energy MGOJ VP / 12700 Hagers Ferry Rd. Huntersville, NC 28078 980-875-4805 980-875-4809 fax Steven. [email protected] November 26, 2012 10 CFR 50.54(f) U. S. Nuclear Regulatory Commission ATTN: Document Control Desk 11555 Rockville Pike Rockville, MD 20852 Subject: Duke Energy Carolinas, LLC (Duke Energy) McGuire Nuclear Station (MNS), Units I and 2 Docket Nos. 50-369 and 50-370 Renewed License Nos. NPF-9 and NPF-17 Flooding Walkdown Information Requested by NRC Letter, Request for Information Pursuantto Title 10 of the Code of Federal Regulations 50.54(0 Regarding Recommendations 2.1, 2.3, and 9.3, of the Near-Term Task Force Review of Insights from the Fukushima Dai-lchiAccident; dated March 12, 2012 Reference: 1. NRC Letter, Request for Information Pursuantto Title 10 of the Code of FederalRegulations 50.54(0 Regarding Recommendations 2.1, 2.3, and 9.3, of the Near-Term Task Force Review of Insights from the Fukushima Dai-Ichi Accident, dated March 12, 2012 2. NEI 12-07, Guidelines for Performing Verification Walkdowns of Plant Flood ProtectionFeatures, Revision 0-A, dated May 2012 3. NRC Letter to NEI, Endorsement of Nuclear Energy Institute (NEI) 12-07, "Guidelinesfor Performing Verification Walkdowns of Plant Flood Protection Features",dated May 31, 2012 On March 12, 2012, the NRC staff issued Reference 1. Enclosure 4 of Reference I contained specific Requested Actions, Requested Information, and Required Responses associated with Recommendation 2.3 for Flooding Walkdowns. In accordance with 10 CFR 50.54, "Conditions of licenses," paragraph (0, addressees were requested to confirm within 90 days their intent to use the NRC-endorsed flooding walkdown procedures, and to submit their final response within 180 days of the NRC's endorsement of the walkdown procedure. -
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 -
Pond Biodiversity Report
POND BIODIVERSITY SURVEY OF WATERBODIES AT ALDEN VALLEY WOODS LOCAL WILDLIFE SITE, ALDEN ROAD, HELMSHORE, ROSSENDALE DISTRICT, LANCASHIRE For Chris Mason 10th April 2014 Dave Bentley BSc (Hons) Dave Bentley Ecology 0161 280 1648 & 07944 122292 [email protected] www.davebentleyecology.co.uk Version 1.1 1 Introduction 1.1 An area of hardstanding in the middle of a former quarry and ex-industrial (cotton mill) site in the southern part of Alden Wood, Alden Road, in Helmshore in the Rossendale District of Lancashire is the subject of a planning application by Chris Mason (who is not the current owner/land manager) to build an Aquaponics Farm. The hardstanding is currently used as a forestry operations yard. An Ecological Scoping Survey has already been completed by the Tyrer Partnership of Formby. This report accompanies that Survey but also updates and corrects it. This report is designed to deal with the value of the two small waterbodies within the quarry area for their potential to support legally protected Great Crested Newts, and also considers the site’s suitability to support other protected aquatic species such as White- clawed Crayfish, Otters and Water Voles. This report also evaluates the waterbodies as wildlife habitats in general. This report updates the Badger survey. The hardstanding is situated at Grid Reference SD774199. A survey was carried out by Ecologist Dave Bentley of Bury on the evening of 10th April 2014 in the company of Chris Mason. 1.2 Dave Bentley has worked in conservation in the Irwell Valley since 1983 and has been an ecological consultant since 1991.