Annual Report of the Metropolitan District Water Supply Commission
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PM the Massachusetts Historical Commission
Inventory No: SBR.912 Historic Name: Weston Aqueduct Section 1 Bridge Common Name: MDC Access Road Bridge over Sudbury Reservoir Address: Weston Aqueduct City/Town: Southborough Village/Neighborhood: Fayville Local No: 7-6 Year Constructed: Architect(s): Gill, T. H. and Company Architectural Style(s): Arch Filled Spandrel; Arch Barrel Dressed Voussoir Use(s): Other Engineering; Other Transportation; Utilities Other Significance: Engineering; Transportation SBR.F: Sudbury Dam Historic District Area(s): sbr.i: Water Supply System of Metropolitan Boston Nat'l Register District (1/18/1990); Nat'l Register TRA Designation(s): (1/18/1990) Building Materials(s): The Massachusetts Historical Commission (MHC) has converted this paper record to digital format as part of ongoing projects to scan records of the Inventory of Historic Assets of the Commonwealth and National Register of Historic Places nominations for Massachusetts. Efforts are ongoing and not all inventory or National Register records related to this resource may be available in digital format at this time. The MACRIS database and scanned files are highly dynamic; new information is added daily and both database records and related scanned files may be updated as new information is incorporated into MHC files. Users should note that there may be a considerable lag time between the receipt of new or updated records by MHC and the appearance of related information in MACRIS. Users should also note that not all source materials for the MACRIS database are made available as scanned images. Users may consult the records, files and maps available in MHC's public research area at its offices at the State Archives Building, 220 Morrissey Boulevard, Boston, open M-F, 9-5. -
The Making of Quabbin Reservoir
International Symposium on Technology and Society Jun 1st, 4:10 PM - 4:20 PM Session 7 - Technology and the creation of wilderness: The Making of quabbin reservoir Timothy J. Farnham University of Nevada, Las Vegas, [email protected] Follow this and additional works at: https://digitalscholarship.unlv.edu/iste Part of the Environmental Health and Protection Commons, Fresh Water Studies Commons, Natural Resources Management and Policy Commons, Place and Environment Commons, and the Water Resource Management Commons Repository Citation Farnham, Timothy J., "Session 7 - Technology and the creation of wilderness: The Making of quabbin reservoir" (2007). International Symposium on Technology and Society. 25. https://digitalscholarship.unlv.edu/iste/2007/june1/25 This Event is protected by copyright and/or related rights. It has been brought to you by Digital Scholarship@UNLV with permission from the rights-holder(s). You are free to use this Event in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s) directly, unless additional rights are indicated by a Creative Commons license in the record and/ or on the work itself. This Event has been accepted for inclusion in International Symposium on Technology and Society by an authorized administrator of Digital Scholarship@UNLV. For more information, please contact [email protected]. Technology and the Creation of Wilderness: The Making of Quabbin Reservoir Timothy J. Farnham Department of Environmental Studies University of Nevada, Las Vegas [email protected] Abstract symbols of human domination that offend aesthetic and ethical sensibilities. -
WSCAC Status of MWRA Water System Dams
Massachusetts Water Resources Authority Presentation to WSCAC Status of MWRA Water System Dams John J. Gregoire, Program Manager, Reservoir Operations May 16, 2017 Dams by location and type Dam Name and Location Year Completed Construction/Type Storage (MG) Quabbin Reservoir Winsor Dam, Belchertown 1939 Earthen Embankment 412,000 Goodnough Dike, Ware 1938 Earthen Embankment Quabbin Spillway 1938 Masonry - Gravity Ware River Lonergan Intake Dam, Barre 1931 Masonry - Arch Run of River Wachusett Reservoir Wachusett Reservoir Dam, Clinton 1905 Masonry - Gravity 65,000 North Dike, Clinton 1905 Earthen Embankment South Dike, Clinton 1905 Earthen Embankment Wachusett Aqueduct Open Channel Lower Dam, Southborough 1880s Masonry – Gravity & 8 Earthen Embankment Wachusett Aqueduct Hultman Intake Dam, Marlborough 1940s Earthen Embankment 8 Sudbury Reservoir Sudbury Dam, Southborough 1898 Earthen Embankment 7,200 Foss Reservoir Foss Reservoir Dam, Framingham 1890s Earthen Embankment 1500 Norumbega Reservoir Dams 1, 2, 3, 4 and East Dike, Weston 1940s Earthen Embankment 163 Schenck’s Pond Schenck’s Pond Dam, Weston 1940s Earthen Embankment 43 Weston Reservoir Weston Reservoir Dam, Weston 1903 Earthen Embankment 360 Spot Pond Dams 1, 4 and 5, Stoneham 1899 Earthen Embankment 2,500 Fells Reservoir Dams 2, 3, 6, 7, and 8, Stoneham 1898 Earthen Embankment 63 Chestnut Hill Reservoir Chestnut Hill Dam, Boston 1870 Earthen Embankment 413 2 Dams locations geographically 3 Oroville Dam and Spillway Crisis 4 Oroville Dam, CA •1 TG volume (>2X Quabbin Reservoir) -
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...................................................................................................................... -
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 -
Massachusetts Water Resources Authority
MASSACHUSETTS WATER RESOURCES AUTHORITY Fiscal Year 2019 Final CURRENT EXPENSE BUDGET The Government Finance Officers Association of the United States and Canada (GFOA) presented an award of Distinguished Budget Presentation to the Massachusetts Water Resources Authority for its annual budget for the fiscal year beginning July 1, 2017. In order to receive this award, a government unit must publish a budget document that meets program criteria as a policy document, as an operations guide, as a financial plan and as a communication device. The award is valid for a period of one year only. We believe our current budget continues to conform to program requirements, and we are submitting it to GFOA to determine its eligibility for another award. BOARD OF DIRECTORS Left to right seated: Henry F. Vitale, Paul E. Flanagan, John J. Carroll, Vice-Chairman, Brian Peña Left to right standing: John J. Walsh, Matthew A. Beaton, Chairman, Joseph C. Foti, Jennifer L. Wolowicz, Andrew M. Pappastergion, Secretary, Austin F. Blackmon, Kevin L. Cotter, Fredrick A. Laskey, MWRA Executive Director. Prepared under the direction of Frederick A. Laskey, Executive Director David W. Coppes, Chief Operating Officer Thomas J. Durkin, Director, Finance together with the participation of MWRA staff. Louis M. Taverna, Chairman September 2018 MWRA Advisory Board 100 First Avenue Boston, MA 02129 Dear Chairman Taverna: This letter transmits to the Advisory Board MWRA’s Current Expense Budget (CEB) for Fiscal Year 2019. The CEB was approved by the MWRS’s Board of Directors on June 20, 2018. The FY19 Final Budget recommends a combined assessment increase of 3.07%, which is lower than the 3.8% increase projected for FY19 last year. -
Downstream Spring 2015
AArchivalrchival SSurvivalurvival DCR/MWRA Historic Record Now Available Online Sean Fisher, DCR Archivist with Joel Zimmerman, DCR Regional Planner Sylvio Casparis, presi- dent of one of the several construction companies hired to build the Wachusett Aqueduct, poses on horse- back in 1897 at the mouth of the newly completed water conduit. This is just one of thousands of high-resolution historic images now avail- able online depicting the life and times surrounding the building of the Wachu- sett Reservoir as well as construction and operation of other Boston area water supply infrastructure. More images are shown in the pages of this expanded edi- tion of Downstream. eellll pphoneshones aarere eeverywhereverywhere ttoday,oday, bbutut oonene hhundredundred aandnd ttwentywenty yyearsears aagogo tthehe ffolksolks bbuildinguilding BBoston’soston’s ddrinkingrinking Cwwaterater ssystemystem ccouldould nnotot ttakeake a sselelfi e oorr a qquickuick vvideoideo ttoo ddocumentocument ttheirheir wwork.ork. TThehe MMetropolitanetropolitan WWaterater WWorksorks ((MWW)MWW) – ppredecessorredecessor ttoo tthehe DDepartmentepartment ooff CConservationonservation aandnd RRecre-ecre- aationtion ((DCR)DCR) aandnd tthehe MMassachusettsassachusetts WWaterater RResourcesesources AAuthor-uthor- iityty ((MWRA)MWRA) ((seesee ppageage 22)) – rreliedelied oonn tthathat eera’sra’s sstatetate ooff tthehe aartrt ttechnology,echnology, ddryry pplatelate gglasslass nnegativeegative ccameras,ameras, ttoo ttakeake mmoreore tthanhan 66,000,000 pphotographshotographs ffromrom -
Annual Report of the Metropolitan District Commission
Public Document No. 48 W$t Commontoealtfj of iWa&sacfmsfetta ANNUAL REPORT OF THE Metropolitan District Commission For the Year 1935 Publication or this Document Approved by the Commission on Administration and Finance lm-5-36. No. 7789 CONTENTS PAGE I. Organization and Administration . Commission, Officers and Employees . II. General Financial Statement .... III. Parks Division—Construction Wellington Bridge Nonantum Road Chickatawbut Road Havey Beach and Bathhouse Garage Nahant Beach Playground .... Reconstruction of Parkways and Boulevards Bridge Repairs Ice Breaking in Charles River Lower Basin Traffic Control Signals IV. Maintenance of Parks and Reservations Revere Beach Division .... Middlesex Fells Division Charles River Lower Basin Division . Bunker Hill Monument .... Charles River Upper Division Riverside Recreation Grounds . Blue Hills Division Nantasket Beach Reservation Miscellaneous Bath Houses Band Concerts Civilian Conservation Corps Federal Emergency Relief Activities . Public Works Administration Cooperation with the Municipalities . Snow Removal V. Special Investigations VI. Police Department VII. Metropolitan Water District and Works Construction Northern High Service Pipe Lines . Reinforcement of Low Service Pipe Lines Improvements for Belmont, Watertown and Arlington Maintenance Precipitation and Yield of Watersheds Storage Reservoirs .... Wachusett Reservoir . Sudbury Reservoir Framingham Reservoir, No. 3 Ashland, Hopkinton and Whitehall Reservoirs and South Sud- bury Pipe Lines and Pumping Station Framingham Reservoirs Nos. 1 and 2 and Farm Pond Lake Cochituate . Aqueducts Protection of the Water Supply Clinton Sewage Disposal Works Forestry Hydroelectric Service Wachusett Station . Sudbury Station Distribution Pumping Station Distribution Reservoirs . Distribution Pipe Lines . T) 11 P.D. 48 PAGE Consumption of Water . 30 Water from Metropolitan Water Works Sources used Outside of the Metropolitan Water District VIII. -
Landmarks Preservation Commission 2007, Designation List 397 LP- 2231 GILLETT-TYLER HOUSE, 103 Circle Road, A.K.A. 103 the Circl
Landmarks Preservation Commission 2007, Designation List 397 LP- 2231 GILLETT-TYLER HOUSE, 103 Circle Road, a.k.a. 103 The Circle, Staten Island. Built c.1846, Re-constructed 1931, Additions 1932 and 1986-93. Landmark Site: Borough of Staten Island Tax Map Block 866, Lot 377 (Tentative Lot 377, approved April 4, 2007) On April 10, 2007, the Landmarks Preservation Commission held a public hearing on the proposed designation as a Landmark of the Gillett-Tyler House, 103 Circle Road, and the proposed designation of the related Landmark Site (Item No. 9). The hearing had been duly advertised in accordance with the provisions of law. Six speakers including a representative of the owner of the building and representatives of the Preservation League of Staten Island, Historic Districts Council, the Municipal Arts Society, the Metropolitan Chapter of the Victorian Society in America, and the West Brighton Restoration Society testified in favor of the designation. There were no speakers in opposition to the designation. The Commission has received a letter in support of the designation from the Rego-Forest Preservation Council. Summary The Gillett-Tyler house is significant for its architectural design, for its association with an important period of American history, and for its association with three significant persons. Picturesquely sited on Todt Hill, this impressive Greek-Revival-style mansion is a fine example of the early-nineteenth-century frame buildings that were constructed in New York, New England and throughout the country. Originally built in Enfield, Massachusetts around 1846 for Daniel B. Gillett, this two-story house was reconstructed in Staten Island in 1931, when the buildings in the Swift River Valley were moved or razed to allow for the creation of the Quabbin Reservoir in western Massachusetts. -
Wachusett Dam - 100 Years Old
DOWNSTREAM Page Number 12 Wachusett Dam - 100 Years Old Wachusett Dam then and now. Completed in 1905 at left looking east and today, looking west, holding back 65 billion gallons of water. DCR, New Name, But Our Mission Remains The one hundredth anniversary of the laying of the last stone in the construction of the Unchanged Wachusett Dam will take place on June 24, 2005. The undertaking of a massive public works The Department of Conservation and project can take years and the building of this Recreation (DCR) was created in July 2003 dam, with only the power of man and horse, was when the legislature merged the no exception. The Metropolitan Water Board Metropolitan District Commission (MDC) was formed in 1895 and given broad powers to and the Department of Environmental find the solution for what had become an urgent Management (DEM). Chapter 26 of the problem. The urbanized hub of central New Acts of 2003, s. 290 transferred the England’s commerce had nearly exhausted the responsibilities of the former MDC Division existing water supplies of Spot Pond, the of Watershed Management entirely to the Cochituate Reservoir, and the multi-reservoir Office of Watershed Management within the Sudbury System. This challenge needed quick Division of Water Supply Protection. The resolution; the problem was resolved in a names have changed, but the mission of the relatively timely fashion with world-class Office of Watershed Management remains notoriety. The facts, figures and images in the constant: to provide pure water through following pages tell the story of the ten year responsible land management. -
Structural Dislocations in Eastern Massachusetts
Structural Dislocations in Eastern Massachusetts GEOLOGICAL SURVEY BULLETIN 1410 Structural Dislocations in Eastern Massachusetts By ROBERT O. CASTLE, H. ROBERTA DIXON, EDWARD S. GREW, ANDREW GRISCOM, and ISIDORE ZIETZ GEOLOGICAL SURVEY BULLETIN 1410 A description of the major faults and mylonite zones that form the eastern Massachusetts dislocation belt UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1976 UNITED STATES DEPARTMENT OF THE INTERIOR THOMAS S. KLEPPE, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress Cataloging in Publication Data Main entry under title: Structural dislocations in eastern Massachusetts. (Geological Survey Bulletin 1410) Bibliography: p. Supt.ofDocs.no.: 119.3:1410 1. Faults (Geology) Massachusetts. 2. Mylonite Massachusetts. I. Castle, Robert O. II. Series: United States Geological Survey Bulletin 1410. QE75.B9 no. 1410 [QE606.5.U6] 557.3'08s [551.8'7] 76-608000 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D. C. 20402 Stock Number 024-001-02852-2 CONTENTS Page Abstract....................................................................................................................... 1 Introduction................................................................................................................ 2 Aeromagnetic data...................................................................................................... 5 Major fault systems.................................................................................................... -
The Design and Construction of the Wachusett Dam: Contractor’S Perspective
Project ID: GFS-2002 The Design and Construction of the Wachusett Dam: Contractor’s Perspective and Contemporary Considerations A Major Qualifying Project Report Submitted to the Faculty of Worcester Polytechnic Institute In Partial Fulfillment of the Requirements for The Degree of Bachelor of Science By: Emma Fields Rebecca Johnson Julia Saldanha Advised By: Paul Marrone Gillermo Salazar March 25, 2020 Abstract The Wachusett Dam is located in Clinton, Massachusetts, and was constructed beginning in 1895. This project reviews the original construction of the dam as documented in archival photographs and reports. It also develops the construction schedule for the work directly managed by the contractor who took responsibility after October 1, 1901. It then analyzes the productivity of modern plant and equipment supporting construction operations and compares the results with the ones observed more than 100 years ago. The design of the dam’s structure is also reviewed. II Acknowledgments We would like to thank everyone who assisted our team throughout the course of completing our MQP (Major Qualifying Project). We would like to thank our advisors Professor Paul Marrone and Professor Guillermo Salazar for taking their time to guide us week after week with understanding and knowledge. We would also like to thank Professor Mingjiang Tao for his direction and guidance on the capstone design portion of our project. We would like to thank the West Boylston Historic Society for inviting us to present some of the details of our project for its members. In addition, we would like to thank the Department of Conservation and Recreation (DCR), the Massachusetts Water Resource Authority (MWRA).