Chicopee Valley Aqueduct Communities

Total Page:16

File Type:pdf, Size:1020Kb

Chicopee Valley Aqueduct Communities For Chicopee Valley Communities Your Drinking Water Thisreport cootains very Im Serictrt sle!rt�fonnation oichtige lmpOttanl infonnalion aboul i.llerdel>JaltatdesWasse�lhrer PRESORTED yoordrill�ng water . Please Gerensctsfl. Oer8eridt�­ MASSACHUSETTS WATER A STANDARD tran�aleit, orspeak with W91den,oder spreche<r Sie rrit � RESOURCES AUTHORITY U S POSTAGE PAID someooewho understands it. eriem F�und, der�ngutavrmehl AND THE CHICOPEE WATER DEPT., SOUTH HADLEY F.D.#1 AND N. READING, MA Siusled desea obletleruna iRfllliM'/H!-H/1,Jf,;.�. PERMIT NO. 211 copiaesta de reporteen ilt�JHilH!ilt!I.IKft-J*ft-Jlil WILBRAHAM WATER DIVISION espailnol, llamenos al Ni. �fil!V,fif-1', .1:-11 telefono 617-788-1190. UHi il f» ln \Ii ft-J IJlo:!S ECRWSS i1Jlim-1', La relaziooeoontiene �rtanti �OJiUltl�. MtOJlxll* mformazionisulla qualila 1: :> ( 1"((/J:/<:t}JfJtlllih'IMI Residential Customer del'acquadella Comlllita. ·wtt. l'l!'!U<il!i;t>., Tra-oorlo o pa,tamecon un f:d)r:, B:i$:li:llllll1, cli\U amlooche oomprenda.lo /Jlllllll�!i!lt-C<I::;!('. 01$1atO<iooon!Am ini:l"'llll08S f'Jfuitti:l'·�irQ'RT";ii ifl'C)Oltantessdlce qualidadeda a aguada oonuidade. Tra­ -"'�--<!,"' t, 'I""" """'""l= dll2l><)ou peqaa�Ut!m a que o �. QT'Rllffl'lfPP:l'TTli"� ajude a emend!-lometa. 'Ill �g:ft,<11 Where To Go For Further Information Sprawozdanle zawlera waine 1mmn1rnihs:u1sniiu1sAi81 lnformac]e na lemat jakoSci Massachusetts Water Resources Authority (MWRA) www.mwra.com 617-242-5323 wocfy w Twojej miejscowSci. lirififoui iftlA 1 "/UUr.lfP -- --- Poproskogoi o JN'ZOliumaczorio �ii11p1:01vm9nlu nniirnurni Massachusetts Dept. of Environmental Protection www.mass.gov/dep 617-292-5500 go lub po,ozmawiaj z osob� Ktoraje dob<ze rozunie. 1mwn11niirn: 1 Massachusetts Dept. of Public Health (DPH) www.mass.gov/dph 617-624-6000 �L.,,.__,1.,.,..,,,,-,,,.,,_ 01 S",IAi�e'lltPI >iftle Department of Conservation and Recreation www.mass.gov/dcr/watersupply 617-626-1250 .,;..,..,,.:.11 •'-�� v""' --........, J:.IQf�i5RE' *�OIitt!I �.!i! US Centers for Disease Control & Prevention (CDC) www.cdc.gov 800-232-4636 �)-��,.,.+.J-11 � 7 EOI <tleLlc.+. OI�� �'.!I .,.. ,.......,..,.;....-_o--_,...__,.ii.J, "IJJll,s!i'tl ot�e\Ale ti'i' List of State CertifiedWater Ouality Testing Labs www.mwra.com/testinglabs.html 617-242-5323 J�.:i,l..,i..J ��9-J�t�J..£, Source Water Assessment and ProtectionReports www.mwra.com/sourcewater.html 617-242-5323 Ban bao caoc6 ghi nhilng chi Information on Water Conservation www.mwra.com/conservation.html 617-242-SAVE 1161 quan 1r9ng VO phAm cha! nl/oc lron9 c¢ng dong quj vj. HAy Mil, ng ijlhtlng d�, h� 1161 � ngullble1 � r6 -.i,an Public Meetings n y d,\ a MWRA Board of Directors www.mwra.com/boardofdirectors.html61 7-788-1117 A" I'\ MWRAAdvisory Board www.mwraadvisoryboard.com 617-788-2050 ..J�{:j Water Supply Citizens Advisory Committee www.mwra.com/wscac.html 413-213-0454 FSC Mixed Sources PrOMT,,..."-- -,.d ·•• I ol kif'ffU.aiM70tdfoOWCtill'MI rt<)'(tdw-oohr� Cert 11D IV COC 08010.2 For A Larger Print Version, Call 617-242-5323. -hcorp Olff1RlffltStwNnlsll4'C'.oll!d 1!111•��-. � This report is required under the Federal Safe Drinking Water Act. MWRA PWS ID# 6000000 Dear Customer, MWRA Board of Directors MWRA Kathleen A. Theoharides, I am pleased to share with you the annual results of our water quality testing. Each year, Chair takes hundreds of thousands of tests to ensure your water is safe and of the John J. Carroll, Vice Chair highest quality. In 2018, we again met every federal and state drinking water standard. Andrew M. Pappastergion, Secretary Christopher Cook Lead in drinking water is an important issue and all three Chicopee Valley Aqueduct Kevin L. Cotter (CVA) communities continue to successfully treat the water they deliver to make is less Paul E. Flanagan corrosive. All three CVA communities were below the EPA Lead Action Level. More Joseph C. Foti information can be found on pages 4 and 5 of this report. Brian Pena Henry F. Vitale Your water system is well protected - from the source reservoirs to the treatment John J. Walsh way. plants to the storage tanks - and real-time water quality monitoring allows us to check Jennifer L. Wolowicz the water every step of the We have recently enhanced our security measures at the Ouabbin Reservoir. We also have emergency plans for all of our facilities so we can MWRA quickly respond to any issue any time of day or night. For more information on and its Board of Directors, I hope you will take a few moments to read through this important report and learn visit www.mwra.com. more about your water system. We have great confidence in the water we deliver to your home and we want you to share that confidence. Please contact us if you have any questions about this report or any of MWRA's programs. Sincerely, v-� t Frederick A. Laskey I __________ Executive Director ___._ Cover photo: Old Stone Church, Wachusett Reservoir Legend Storage Tank � Hydro 11111 I water report 111111111 Where Does Your Water Come From? Water Treatment - From The Reservoir To MWRA supplies about 10 million gallons of Community Pipelines high quality water each day to three Chicopee Your water is treated at the Brutsch Water Valley Aqueduct communities: Chicopee, Treatment Facility before it enters the Chicopee MWRA Takes Wilbraham, and South Hadley Fire District #1 Valley Aqueduct. The first treatment step is Customer (FD#1). MWRA also serves 48 cities and towns in disinfection of reservoir water. MWRA's licensed greater Boston and MetroWest. Your water Concerns treatment operators carefully add measured doses comes from Ouabbin Reservoir. Water from the of chlorine, and then further treat the water with Seriously. Ware River can add to the supply at times. ultraviolet light (UV). Both disinfection processes Everycall is investi­ Rain and snow falling on the watersheds - are designed to kill pathogens (germs) that may gated to ensure that protected land around the reservoirs - turn into be present in the water. Licensed operators in streams that flow to the reservoirs. Water comes Chicopee perform additional booster disinfection there are no problems in contact with soil, rock, plants, and other at the point where the local pipes take water from withthe water supply. material as it follows nature's path to the the Aqueduct. Each community also treats the Most complaints are reservoir. While this process helps clean the water, water to reduce leaching of lead from home relatedto discolored it can also dissolve and carry very small amounts plumbing. water, which is of material into the reservoir. Minerals from soil and rock do not usually cause problems in the Testing Your Water - Every Step Of The Way usuallyrelated to local water. But water can also transport contaminants Te st results show few contaminants are found in constructionor from human and animal activity. These can the reservoir water. The few that are found are in hydrant use. Ifyou include bacteria and viruses - some of which can very small amounts, well below EPA's standards. have a questionor cause illness. The test results in this report show Tu rbidity (or cloudiness of water) is one measure concern,please call that these are not a problem in Quabbin Reser­ of overall water quality. There are two standards voir's watershed. for turbidity: all water must be below 5 NTU yourlocal water Ouabbin watershed is protected naturally as (Nephelometric Tu rbidity Units), and only can be department orMWRA over 90% of the watershed is covered in forest above 1 NTU if it does not interfere with effective at 617-242-5323. and wetlands. About 83% of the total watershed disinfection. Ty pical levels at the Quabbin land cannot be developed. The natural undevel­ Reservoir are 0.28 NTU and were below the 1 oped watershed helps to keep MWRA water NTU over 99% of the time. The highest level was clean and clear. Also, to ensure safety, the 4.9 NTU, which was caused by a weather event streams and the reservoir are tested often and and did not interfere with effective disinfection. patrolled daily by the Department of Conserva­ MWRA also tests reservoir water for pathogens tion and Recreation (OCR). - such as fecal coliform, bacteria, viruses, and the The Department of Environmental Protection parasites Cryptosporidiumand Giardia. They can (DEP) has prepared a Source Water Assessment enter the water from animal or human waste. In Program Repor t for the Quabbin Reservoir. The 2018,no Oyptosporidium and Giardia were detected. DEP reportcommends OCR and MWRA on the existing source protection plans, and states that Test Results - After Treatment our "watershed protection programs are very EPA and state regulations require many water successful and greatly reduce the actual risk of quality tests after treatment to check the water you contamination." The report recommends that are drinking. MWRA conducts tens of thousands OCR and MWRA maintain present watershed of tests per year on over 120 contaminants (a plans and continue to work with the residents, complete list is available on www.mwra.com). farmers, and other interested parties to maintain Details about 2018 test results are in the table the pristine watershed areas. below, and on page 5. Test Results AfterTreatment I (MCL) Highest (We Found) (MCLG) Level Detected I Range Of Ideal Compound Units Allowed Level-Average Detections Goal Violation How It GetsIn The Water Barium - ppm - 2 - 0.006 0.006-0.007 2 No Common mineral in nature - Nitrate" ppm 10 0.011 0.007-0.011 10 t No Atmospheric deposition KEY: MCL=Maximum Contaminant Level.
Recommended publications
  • Environmental Impact Report Supplemental Water Supply
    Town of Ashland Supplemental Water EIR Environmental Impact Report Supplemental Water Supply Town of Ashland September 30, 2015 1 Town of Ashland Supplemental Water EIR TABLE OF CONTENTS 1.0 Summary ............................................................................................................................................... 4 1.1 Brief Project Description .................................................................................................................. 4 1.1.1 Construction Summary .............................................................................................................. 5 1.2 List of Permits, licenses, certificates, variances, or approval and the current status on each: .......... 5 1.3 Summary of Alternatives to Project .................................................................................................. 5 1.4 Summary of potential environmental impacts of the project. ........................................................... 6 1.5 List of mitigation measures for the project. ...................................................................................... 6 1.5.1 Erosion control ........................................................................................................................... 6 1.5.2 Temporary Drainage .................................................................................................................. 7 1.5.3 Traffic Mitigation......................................................................................................................
    [Show full text]
  • 2018 Water System Master Plan
    MWRA BOARD OF DIRECTORS Matthew A. Beaton, Chairman John J. Carroll, Vice-Chair Christopher Cook Joseph C. Foti Kevin L. Cotter Paul E. Flanagan Andrew M. Pappastergion, Secretary Brian Peña Henry F. Vitale John J. Walsh Jennifer L. Wolowicz Prepared under the direction of Frederick A. Laskey, Executive Director David W. Coppes, Chief Operating Officer Stephen A. Estes-Smargiassi, Director, Planning and Sustainability Lisa M. Marx, Senior Program Manager, Planning Carl H. Leone, Senior Program Manager, Planning together with the participation of MWRA staff 2018 MWRA Water System Master Plan Table of Contents Executive Summary Chapter 1-Introduction 1.1 Overview of MWRA 1-1 1.2 Purpose of the Water Master Plan 1-1 1.3 Planning Approach, Assumptions and Time Frame 1-2 1.4 Organization of the Master Plan 1-3 1.5 Periodic Updates 1-3 1.6 MWRA Business Plan 1-3 1.7 Project Prioritization 1-4 Chapter 2-Planning Goals and Objectives 2.1 Planning Goals and Objectives Defining MWRA’S Water System Mission 2-1 2.2 Provide Reliable Water Delivery 2-2 2.3 Deliver High Quality Water 2-3 2.4 Assure an Adequate Supply of Water 2-4 2.5 Manage the System Efficiently and Effectively 2-5 Chapter 3-Water System History, Organization and Key Infrastructure 3.1 The Beginning – The Water System 3-1 3.2 The MWRA Water System Today 3-5 3.3 Water Infrastructure Replacement Asset Value 3-8 3.4 The Future Years 3-11 Chapter 4-Supply and Demand 4.1 Overview of the Water Supply System 4-1 4.2 System Capacity 4-4 4.3 Potential Impacts of Climate Change 4-6 4.4 Current
    [Show full text]
  • Powering Treatment with Power from the Sun Success Stories, Challenges, and Cautionary Words
    Volume 8, Number 1 June 2012 The Newsletter of NEIWPCC — The New England Interstate Water Pollution Control Commission Powering Treatment with Power from the Sun Success Stories, Challenges, and Cautionary Words BY STEPHEN HOCHBRUNN, NEIWPCC o stand amid a large, modern solar installa- tion for the first time is to be transfixed—the Tmultiple rows of panels elegantly symmetrical as they taper away like railroad tracks, colorful hues dancing on the panels’ surface, an eerie quiet as energy from the most elemental of sources is cleanly harnessed. It is impossible not to stop, stare, say whatever you say when something takes your breath All photos by NEIWPCC except where noted away. Everyone does. In Chelmsford, Mass., Todd Melanson sees such a reaction all the time as he leads visitors around the solar array at the town’s Crooked Spring Water Treatment Plant. But if Melanson is still amazed by the sight, he did not show it during a NEIWPCC visit late last summer. He was too busy explaining how everything works and why solar is working for Chelmsford. “I talk a lot,” Melanson admitted as he looked out over the array from an embankment. “I think it’s Rows of solar panels gleam under the midday sun at the Crooked Spring Water Treatment Plant in Chelmsford, Mass. because I just happen to really like my job.” In 2006, the Chelmsford Water District chose Melanson to fill a new position for the district—en- stallation at the Chelmsford drinking water treatment Resplendent on the day of our visit, the rows of vironmental compliance manager—and in the years plant is one of the largest ground-mounted solar ar- solar panels at Crooked Spring stood as a visually since, he has led important efforts to conserve and rays in New England.
    [Show full text]
  • Ultraviolet Light Water Treatment at the Quabbin Disinfection Facility
    Massachusetts Water Resources Authority Ultraviolet Light Water Treatment at the Quabbin Disinfection Facility MWRA’s Chicopee Valley Aqueduct (CVA) Water System About the CVA Water System as it travels through local pipelines. Each community provides further corrosion control treatment to protect MWRA’s Chicopee Valley Aqueduct (CVA) Water the water against leaching lead from home plumbing. System provides drinking water for three communities: Wilbraham, Chicopee and South Hadley Fire District No. 1. Combined, CVA communities use an average of Ultraviolet Light Treatment to be Added approximately 7.7 million gallons of water per day. While the current water treatment process is safe and The water is supplied by the Quabbin Reservoir and effective, MWRA must add a second means of primary delivered by gravity to CVA communities through the disinfection at the Quabbin facility by October 1, Chicopee Valley Aqueduct. Along the way, it is stored 2014 in order to comply with a new Environmental in the Nash Hill Covered Storage Tank in Ludlow. Protection Agency regulation, the Long-Term 2 Enhanced Surface Water Treatment Rule. How Water at the Quabbin Facility is Treated Based on the findings of pilot testing and other Water at the Quabbin Disinfection facility is currently research, MWRA and the CVA communities concluded treated with sodium hypochlorite (a form of chlorine) that the addition of UV light disinfection is the best for primary and residual disinfection. Primary solution for meeting the new requirements because it disinfection kills any pathogens that may be present; is cost-effective and will provide added public health residual disinfection protects the quality of the water benefits.
    [Show full text]
  • Waterworks System Improvements Integrated Water Supply Improvement Program
    Waterworks System Improvements Integrated Water Supply Improvement Program MWRA’s Integrated Water Supply Improvement Program is a 10-year, $1.7 billion initiative consisting of a series of projects to protect reservoir watersheds, build new water treatment and transmission facilities, and upgrade distribution storage and MWRA and community pipelines. The program improves each aspect of the water system from the watersheds to the consumer to ensure that high quality water reliably reaches to MWRA customers’ taps. The program began in 1995 and the principle components have been completed by 2005. The main program components are as follows: Watershed Protection The watershed areas around Quabbin and Wachusett Reservoirs are pristine areas with 85% of the land covered in forest or wetlands and about 75% protected from development by direct ownership or development restrictions. MWRA works in partnership with the Department of Conservation and Recreation (DCR) to manage and protect the watersheds. MWRA also finances all the operating and capital expenses for the watershed activities of DCR, including CIP funding for a completed sewer project and on-going land acquisition activities. MetroWest Water Supply Tunnel The 17-mile-long 14-foot diameter tunnel connects the new John J. Carroll Water Treatment Plant at Walnut Hill in Marlborough to the greater Boston area. It is now the main transmission line moving water into the metropolitan Boston area. Once inspection, repairs and interconnections are complete, the old Hultman Aqueduct will be used in parallel as the back-up transmission link. Construction began on the tunnel in 1986 and the completed tunnel placed in service in October 2003.
    [Show full text]
  • Massachusetts Drought Management Plan 2019 Page 1
    Acknowledgements The Executive Office of Energy and Environmental Affairs (EEA) would like to thank the Massachusetts Emergency Management Agency and in particular, the staff from EEA, Department of Conservation and Recreation - Office of Water Resources, Department of Environmental Protection, and Department of Fish and Game for their invaluable technical and policy input on the Plan. EEA would also like to extend its gratitude to all the federal agencies who provided key technical expertise, to members of the public who reviewed, commented and made suggestions on various sections of the Plan, and finally to the Drought Management Task Force and the Massachusetts Water Resources Commission who provided invaluable feedback, input and final approval of the Plan. September 2019 Governor Charlie Baker, Secretary Kathleen A. Theoharides, Secretary Thomas Turco Massachusetts Executive Office of Energy and Environmental Affairs 100 Cambridge Street, Suite 900 Boston, MA 02114 Massachusetts Emergency Management Agency 400 Worcester Rd, Box 1496 Framingham, MA 01701 Massachusetts Drought Management Plan 2019 Page 1 TABLE OF CONTENTS Section 1: Introduction ............................................................................................................... 7 1.1 Purpose of the Plan .................................................................................................................... 7 1.2 Scope and Applicability .............................................................................................................
    [Show full text]
  • Wateris Essential!
    MASSACHUSETTS WATER RESOURCES AUTHORITY 2020 DRINKING WATER TEST RESULTS WATER IS ESSENTIAL! Massachusetts Water Resources Authority The Chicopee Water Dept. South Hadley F.D. No. 1 Wilbraham Water Division Where To Go For Further Information Massachusetts Water Resources Authority (MWRA) www.mwra.com 617-242-5323 Department of Conservation and Recreation (DCR) www.mass.gov/dcr/watersupply 617-626-1250 Massachusetts Dept. of Public Health (DPH) www.mass.gov/dph 617-624-6000 Massachusetts Dept. of Environmental Protection www.mass.gov/dcr/watersupply 617-292-5500 US Centers for Disease Control & Prevention (CDC) www.cdc.gov 800-232-4636 List of State Certified Water Quality Testing Labs www.mwra.com/testinglabs.html 617-242-5323 Source Water Assessment and Protection Reports www.mwra.com/sourcewater.html 617-242-5323 Information on Water Conservation www.mwra.com/conservation.html 617-242-SAVE Public Meetings MWRA Board of Directors www.mwra.com/boardofdirectors.html 617-788-1117 MWRA Advisory Board www.mwraadvisoryboard.com 617-788-2050 Water Supply Citizens Advisory Committee www.mwra.com/wscac.html 413-213-0454 For A Larger Print Version, Call 617-242-5323. This report is required under the Federal Safe Drinking Water Act. MWRA PWS ID# 6000000 WATER IS ESSENTIAL! Dear Customer, This report brings you the results of our annual water quality testing. While 2020 was a year MWRA BOARD OF filled with uncertainty, one thing remained constant: the quality of your drinking water was DIRECTORS excellent. MWRA takes hundreds of thousands of tests each year, and for 2020, we again met every federal and state drinking water standard.
    [Show full text]
  • Study on Investment in Water and Wastewater Infrastructure and Economic Development
    Study on Investment in Water and Wastewater Infrastructure and Economic Development January 2014 Edward J. Collins, Jr. Center for Public Management ___________________________________________________________ McCORMACK GRADUATE SCHOOL OF POLICY AND GLOBAL S TUDIES ___________________________________________________________ THIS PAGE IS INTENTIONALLY BLANK TABLE OF CONTENTS Executive Summary ............................................................................................................................1 Studies on Investment in Infrastructure ............................................................................................. 11 Overview ...................................................................................................................................... 11 Answers to Key Research Questions ............................................................................................... 12 Massachusetts Case Studies .............................................................................................................. 15 Overview ...................................................................................................................................... 15 Urban Redevelopment: Seaport District, Boston, MA ...................................................................... 19 LandReuse: Myles Standish Industrial Park, Taunton, MA ............................................................... 27 Community-wide Water Moratorium: Stoughton, MA ...................................................................
    [Show full text]
  • Overview of Water Use and Transfer in the Chicopee River Basin
    Overview of Water Use and Transfer in the Chicopee River Basin Prepared For: Massachusetts Department of Environmental Management Office of Water Resources 251 Causeway Street, Suite 700 Boston, Massachusetts 02114 Prepared By: Gomez and Sullivan Engineers, P.C. Engineers and Environmental Scientists 55 North Stark Highway Weare, NH 03281 Final Report, September 2003 Overview of Water Use and Transfer in the Chicopee River Basin Final Report Executive Summary Introduction This study was funded by the Executive Office of Environmental Affairs (EOEA), through the Massachusetts Watershed Initiative and managed by the Massachusetts Department of Environmental Management (MDEM), now the Massachusetts Department of Conservation and Recreation (MDCR) to evaluate seasonal water movement and use within the Chicopee River basin. Located in central Massachusetts, the Chicopee River basin is surrounded by the Connecticut, Millers, Nashua, Blackstone, French, and Quinebaug River basins. The Chicopee River basin drains approximately 722 mi2 and is comprised of three major watersheds-the Swift River, Ware River, and Quaboag River watersheds. Quabbin Reservoir, located in the Swift River watershed of the Chicopee, is one of the largest reservoirs constructed for public water supply in the world. It is the primary water supply source for most of the cities and towns near metropolitan Boston. The resulting wastewater is treated and discharged into Boston Harbor, many miles from its original source. The Chicopee River basin also contains several dams and is the site of many other withdrawals and diversions. Interbasin transfers and diversions can cause major reductions in streamflow. The objective of this study was to evaluate streamflows, precipitation, water withdrawals, wastewater discharges, and interbasin water transfers to quantify and describe water movement within the Chicopee River basin.
    [Show full text]
  • City of Chicopee Hazard Mitigation Plan Update
    City of Chicopee Hazard Mitigation Plan Update Adopted by the City Council of the City of Chicopee on __________ The Chicopee Hazard Mitigation Committee and Pioneer Valley Planning Commission 60 Congress Street Springfield, MA 01104 (413) 781-6045 www.pvpc.org This project was funded by a grant received from the Massachusetts Emergency Management Agency (MEMA) and the Massachusetts Department of Conservation Services (formerly the Department of Environmental Management) Acknowledgements The Chicopee City Council extends special thanks to the Chicopee Hazard Mitigation Planning Committee as follows: Glenn X. Joslyn- Emergency Management Director Jeffrey Neece- DPW Director Ela Soja- Assistant to the DPW Director Edward Marcoux- Deputy Fire Chief Lee M. Pouliot, ASLA- Director of Planning and Development Laurie Benoit- Junior Engineer/GIS Technician Carl Dietz- Building Commissioner Michelle Santerre- GIS Coordinator The Chicopee City Council offers thanks to the Massachusetts Emergency Management Agency (MEMA) for developing the Massachusetts Hazard Mitigation Plan which served as a model for this plan update. In addition, special thanks are extended to the staff of the Pioneer Valley Planning Commission for professional services, process facilitation and preparation of this document. The Pioneer Valley Planning Commission 60 Congress Street, Springfield Ma, 01104 (413) 781-6045 Catherine Ratté, Principal Planner/Project Manager Ashley Eaton, Planner Jake Dolinger, GIS Specialist Cover Photo: Robert B. Johnson City of Chicopee Hazard
    [Show full text]
  • TOWN of SHREWSBURY Richard D
    Office of the TELEPHONE: (508) 841-8508 TOWN MANAGER FAX: (508) 842-0587 [email protected] TOWN OF SHREWSBURY Richard D. Carney Municipal Office Building 100 Maple Avenue Shrewsbury, Massachusetts 01545-5398 January 20, 2016 To: Board of Selectmen From: Daniel J. Morgado Re: Water needs for the period through 2036 Introduction I direct your attention to the attached report entitled “Alternate Water Supply Study” (Study) dated June 30, 2015 that was funded by a SWMI Grant provided by the Department of Environmental Protection. This report was commissioned to study what alternate water supplies exist, in addition to, or in lieu of, the Town’s current water source. A description of the Town’s water system is outlined in the introduction of the Study and a more lengthy explanation is immediately attached in the form of an excerpt from the Capital Efficiency Plan dated March of 2014, prepared by Tata & Howard. The Question Under Study The primary question being studied is what actions must be taken to provide an adequate water supply to meet the Town’s needs in 2036? Our current system, cannot, at this time, meet this need from a water quality and water quantity standpoint. The water quality problem can be resolved with additional treatment to remove manganese. In fact, the Town Meeting in May set this solution into motion with the appropriation of $500,000 to begin design of a treatment system to be installed at the site of the current Water Treatment Facility (WTF). The problem that is more difficult to address is the quantity problem.
    [Show full text]
  • Review of Application for Certification by the Low Impact Hydropower Institute of the Chicopee Valley Aqueduct Fish Hatchery Hydroelectric Facility
    REVIEW OF APPLICATION FOR CERTIFICATION BY THE LOW IMPACT HYDROPOWER INSTITUTE OF THE CHICOPEE VALLEY AQUEDUCT FISH HATCHERY HYDROELECTRIC FACILITY Prepared by Patricia McIlvaine December 20, 2016 I. INTRODUCTION This report reviews the application submitted by the Massachusetts Water Resource Authority (MWRA) or applicant in May 2016 to the Low Impact Hydropower Institute (LIHI) for Low Impact Hydropower Certification for the Chicopee Valley Aqueduct (CVA) Fish Hatchery Hydroelectric Project (CVA Fish Hatchery Project or Project). A review of the application was made by the Reviewer. In addition to preparing an Intake Review Report, a consultation call was completed on May 23, 2015 between the Applicant, LIHI’s Executive Director and the Reviewer to address some questions about the Project. The response to the Intake Review was provided in the form of a revised Application on September 26, 2016. This certification review was conducted in compliance with LIHI’s Handbook, 2nd Edition, dated March 7, 2016. The CVA Fish Hatchery Project in a conduit hydropower project that will utilize a newly constructed pipeline from the existing Chicopee Valley Aqueduct (CVA) that supplies public drinking water from the Quabbin Reservoir. The purpose of the new pipeline is to provide water to the State of Massachusetts McLaughlin Fish Hatchery to resolve a long-standing concern with the Hatchery's current source water arrangement. A single turbine/generator unit, with an approximate installed capacity of 60 KW with an estimated average annual generation of approximately 447,000 kWH, will be installed in 2017. As confirmed by the applicant in an email on October 6, 2016, the pipeline would be constructed even if the turbine were not installed.
    [Show full text]