Green Line Extension: Commuter Rail Maintenance Facility Access Road

Total Page:16

File Type:pdf, Size:1020Kb

Green Line Extension: Commuter Rail Maintenance Facility Access Road UNITED STATES ENVIRONMENTAL PROTECTION AGENCY Region 1 S Post Office Square, Suite 100 BOSTON, MA 02109-3912 CERTIFIED MAIL RETURN RECEIPT REQUESTED APR 0 1 2015 Mr. William McGuiness Senior Project Manager White Skanska Kiewit, N 200 lnnerbelt Rd. Somerville, MA 02143 Re: Authorization to discharge under the Remediation General Permit (RGP) ­ MAG910000. Green Line Extension I Commuter Rail Maintenance Facility Access Road site located at 200 Innerbelt Road, Somerville, MA 02143, Middlesex County; Authorization# MAG910671 Dear Mr. McGuiness: Based on the review ofa Notice ofIntent (NOI) submitted by Frank Ricciardi, from Weston & Sampson., on behalf of your company White Skanska Kiewit, N , for the site referenced above, the U.S. Environmental Protection Agency (EPA) hereby authorizes you, as the named Operator, to discharge in accordance with the provisions ofthe RGP at that site. Your authorization number is listed above. The checklist enclosed with this RGP authorization indicates the pollutants which you are required to monitor. Also indicated on the checklist are the effluent limits, test methods and minimum levels (MLs) for each pollutant. Please note that the checklist does not represent the complete requirements ofthe RGP. Operators must comply with all ofthe applicable requirements ofthis permit, including influent and effluent monitoring, narrative water quality standards, record keeping, and reporting requirements, found in Parts I and II, and Appendices I - VIII of the RGP. See EPA's website for the complete RGP and other information at: http://www.epa.gov/regionl/npdes/mass.html#dgp. Please note the enclosed checklist includes parameters that your consultant marked "Believed Present" . The checklist also includes other parameters for which your laboratory reports indicated there was insufficient sensitivity to detect these parameters at the minimum levels established in Appendix VI of the RGP. Also, please note that the metals included on the checklist are dilution dependent pollutants and subject to limitations based on a dilution factor range (DFR), due to the ample dilution at the point ofdischarge (97) the DFR applicable for this pollutant is within a dilution range greater than 50 to one hundred (>50-100) established in the RGP. (See the RGP Appendix IV for Massachusetts facilities). Therefore, the limit for arsenic of500 ug/L, copper of 260 ug/L, lead of66 ug/L, nickel of I ,451 , zinc of 1,480 ug/L and iron of5,000 ug/L, shall not be exceeded in the discharge. This general permit and authorization to discharge will expire on September 9, 2015. You have reported that this project will terminate on July 31, 2015. You are required to submit a Notice of Termination (NOT) to the attention of the contact person indicated below within 30 days of project completion. Thank you in advance for your cooperation in this matter. Please contact Victor Alvarez at 617­ 918-1572 or [email protected], ifyou have any quest ions. Sincerely, ·1'J,~ /1~/iu.'( - Thehna Murphy, Chief Storm Water and Construction Permits Section Enclosure cc: Robert Kubit, MassDEP Stanley Coty, Commissioner, Somerville DPW Frank Ricciardi, Weston & Sampson 2 2010 Remediation General Permit Summary of Monitoring Parametersill NPDES Authorization Number: MAG910671 Authorization Issued: March 2015 FacilityjSite Name: Green Line Extension/Commuter Rail Maintenance Facilit'_Access 200 Innerbelt Road, Somerville, MA 02143 Facility/Site Address: Email address of owner: [email protected] Legal Name of Operator: White Skanska Kiewit, JV Mr. William McGuiness, Senior Project Manager, 200 Innerbelt Operator contact name, title, Rd. Somerville, MA 02143 and Address: Email: Williammcauiness\alskanska.com Estimated date of the site's Completion: ISeptember 31 2015 Category III- Contaminated Construction Dewatering. Category and Sub-Category: Subcategory A. & B. General Urban Fill sites and Known Contaminated Sites, respectively. RGP Termination Date: September 10, 2015 Receiving Water: Miller River Monitoring & Limits are applicable if checked. All samples are to be collected as grab samples Effluent LimitlMethod#lML (All Effluent Limits are shown as Daily Parameter Maximum Limit, unless denoted by a **, in that case it will be a Monthly Average Limit) ..; 1. Total Suspended Solids 30 milligrams/liter (mg/L) **, SO mg/L for (TSS) hydrostatic testing** Me#160.2/ML5ug/L ..; 2. Total Residual Chlorine Freshwater= 11 ug/L ** Saltwater = (T'RC) 1 7.5 ug/L **/ Me#330.5_LML 20u_gll 3. Total Petroleum ..; 5.0 mg/L/ Me# 1664A/ML S.Omg/L Hydrocarbons (TPH) 2 3 Freshwater = 5.2 ug/1 ** Saltwater = 1.0 ..; 4. Cyanide (CN) • ug/L **L Me#335.4/ML 10UQ/L Sug/L /50.0 ug/L for hydrostatic testing 5. Benzene (B) only/ Me#8260C/ML 2 ug/L (limited as ug/L total BTEX)/ Me#8260C/ 6. Toluene (T) ML 2ug/L (limited as ug/L total BTEX) Me#8260C/ 7. Ethylbenzene (E) ML 2ug/L 8. (m,p,o) Xylenes (X) _(limited as ug/L total BTEXj_ Me#8260C/ 3 Effluent LimitlMethod#lML (All Effluent Limits are shown as Daily Parameter Maximum Limit, unless denoted by a **, in that case it will be a Monthly Average Limit) ML 2ug/L 9. Total Benzene, Toluene, Ethyl Benzene, and Xylenes 100 ug/L/ Me#8260C/ ML 2ug/ L (BTEX) 4 10. Ethylene Dibromide (EDB) 0.05 ug/1/ Me#8260C/ ML 10ug/L (1 2- Dibromoethane) 11. Methyl-tert-Butyl Ether 70.0 ug/I/Me# 8260C/ML 10ug/ L (MtBE) 12.tert-Butyl Alcohol (TBA) Monitor Only(ug/L)/Me# 8260C/ML 10ug/L (TertiarvButanol) 13. tert-Amyl Methyl Ether Monitor Only(ug/ L)/Me# 8260C/ML 10ug/ L (TAME) 14. Naphthalene 5 20 ug/L /Me#8260C/ML 2ug/L 15. Carbon Tetrachloride 4.4 ug/L /Me#8260C/ ML 5ug/L 16. 1,2 Dichlorobenzene (o- 600 ug/ L / Me# 8260C/ ML 5ug/ L DCB) 17. 1,3 Dichlorobenzene ( m- 320 ug/ L /Me# 8260C/ ML 5ug/L DCB) 18. 1,4 Dichlorobenzene (p- 5.0 ug/L /Me#8260C/ ML 5ug/L DCB) 18a. Total dichlorobenzene 763 ug/ L - NH only /Me#8260C/ ML 5ug/L 19. 1,1 Dichloroet hane (DCA) 70 ug/L /Me#8260C/ ML 5ug/L 20. 1,2 Dchloroethane (DCA) 5.0 ug/L /Me#8260C/ ML 5ug/L 21. 1,1 Dichloroethene (DCE) 3.2 ug/L/Me#8260C/ ML 5ug/L 22. cis- 1,2 Dichloroethene 70 ug/ L/Me#8260C/ ML 5ug/L (DCE) 23. Methylene Chloride 4.6 ug/L/Me#8260C/ ML 5ug/L 24. Tetrachloroethene (PCE) 5.0 ug/L/Me#8260C/ ML 5ug/L 25. 1,1,1 Trichloro-ethane 200 ug/ L/Me#8260C/ ML 5ug/L (TCA) 26. 1,1,2 Trichloro-ethane 5.0 ug/L /Me#8260C/ ML 5ug/L (TCA) 27. Trichloroethene (TCE) 5.0 ug/L /Me#8260C/ ML 5ug/L 28. Vinyl Chloride 2.0 ug/ L /Me# 8 260C/ ML 5ug/ L (Chloroethene) 29. Acetone Monitor Only(ug/ L)/Me#8260C/ML 50ug/ L 30. 1,4 Dioxane Monitor On ly /Me#1624C/ML 50ug/L 300 ug/L Me#420.1&420.2/ML 2 ug/L/ 31. Total Phenols Me# 420.4 /ML 50ug/L 1.0 ug/L / Me# 8270D/ ML Sug/ L,Me# 604 32. Pentachlorophenol (PCP) &625/ML 10ug/L y 33. Total Phthalates 3.0 ug/L ** /Me#8270D/ML 5ug/L, (Phthalate esters) 6 Me#606/ML 10ug/L& Me#625/ML 5ug/L 34. Bis ( 2-Ethylhexyl) 6.0 ug/L /Me# 8270D/ML Pht halate [Di­ (ethylhexyl) 5ug/ L,Me# 606/ML 10ug/ L & Me# 625/ ML Phthalate] 5ug/L 4 Effluent LimitlMethod#lML (All Effluent Limits are shown as Daily Parameter ~aximum Limit, unless denoted by a **, m that case it will be a Monthly Average Limit) 35. Total Group I Polycyclic 10.0 ug/L v' Aromatic Hydrocarbons (PAH) 0.0038 ug/L /Me#8270D/ ML Sug/L, a. Benzo(a) Anthracene 7 v' Me#610/ML Sug/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ ML Sug/L, b. Benzo(a) Pyrene 7 v' Me#610/ML Sug/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ ML Sug/L, c. Benzo(b)Fiuoranthene 7 v' Me#610/ML SuQ/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ ML Sug/L, d. Benzo(k)Fiuoranthene 7 v' Me#610/ML Sua/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ML Sug/L, e. Chrysene 7 v' Me#610/ML Sua/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ML Sug/L, f . Dibenzo(a,h)anthracene 7 v' Me#610/ML Suo/L& Me#625/ML Sua/L 0.0038 ug/L /Me#8270D/ML Sug/L, g. Indeno(1,2,3-cd) Pyrene 7 v' Me#610/ML Suo/L& Me#625/MLSua/L 36. Total Group II Polycyclic 100 ug/L Aromatic Hydrocarbons (PAH) X/Me#8270D/ML Sug/L,Me#610/ML h. Acenaphthene Sl.lg/L & Me#625/ML Sua/L X/Me#8270D/ML Sug/L,Me#610/ML i. Acenaphthylene Sua/L & Me#625/ML Sua/L X/Me#8270D/ML Sug/L,Me#610/ML j. Ant hracene Sug/L & Me#625/ML Sua/L X/Me#8270D/ML Sug/L,Me#610/ML k. Benzo(ghi) Perylene Sug/L & Me#625/ML Sug/L X/Me#8270D/ML Sug/L,Me#610/ML I. Fluoranthene Sug/L & Me#625/ML Sug/L X/Me#8270D/ML Sug/L,Me#610/ML m. Fluorene Sug/L & Me#625/ML Sua/L 20 ug/1 I Me#8270/ML Sug/L, Me#610/ML n. Naphthalene s Sug/L & Me#625/ML Sug/L X/Me#8270D/ML Sug/L,Me#610/ML o.
Recommended publications
  • Central Artery/Tunnel Project: a Precast Bonanza
    PART 1 Central Artery/Tunnel Project: A Precast Bonanza by Vijay Chandra, P.E. Anthony 1. Ricci, RE. Senior Vice President Chief Bridge Engineer Parsons Brinckerhoff Quade & Central Artery/Tunnel Project Douglas, Inc. Massachusetts Turnpike Authority New York, New York Boston, Massachusetts This article provides an overview of the monumental efforts of Massachusetts transportation officials, their engineering consultants, and multitudes of construction industry professionals to ease congestion, improve motorist safety, and address issues of environmental quality in the heart of Boston, Massachusetts. The Central Artery/Tunnel Project is the largest highway construction job ever undertaken in the United States, involving many diverse types of precast concrete construction. maj or transportation infrastructure undertaking, • Standardized temporary structures utilizing precast con billed as “The Big Dig,” is transforming traffic op crete elements. A erations in and around Boston, Massachusetts. This • Precast segmental box girders integrated into cast-in-place $13.2 billion project, the biggest and most complex trans columns to provide seismically resistant connections. portation system ever undertaken in the United States, is • Precast segmental boxes cut at a skew to connect them on significant not only in this country, but worldwide. Nu either side of straddle bents. merous innovative construction techniques are being used, The project has brought out the best that precast con including: crete technology has to offer — in many cases utilizing • Precast tunnels jacked under railroad embankments. cutting edge techniques — and has been of immeasurable • Deep soil mixing to stabilize land reclaimed from the value to New England’s precasting industry. Precasters, ocean. faced with many complex and daunting challenges, are • Precast concrete immersed tube tunnels.
    [Show full text]
  • But How Do We Get to the Greenway?
    Proceedings of the Fábos Conference on Landscape and Greenway Planning Volume 4 Article 6 Issue 1 Pathways to Sustainability 2013 “But How Do We Get to the Greenway?”— A Multi-disciplinary, Multi-jurisdiction, Multimodal Strategy to Increase Connections to the Charles River Basin Cynthia Smith FASLA Vice President, Halvorson Design Partnership, Inc., Landscape Architecture and Planning, Boston MA Phil Goff EEDL AP Alta Planning + Design, Multi-modal Specialists, Boston, MA Christopher M. Greene RLA Senior Associates, Halvorson Design Partnership, Inc., Landscape Architecture and Planning, Boston MA Follow this and additional works at: https://scholarworks.umass.edu/fabos Part of the Botany Commons, Environmental Design Commons, Geographic Information Sciences Commons, Horticulture Commons, Landscape Architecture Commons, Nature and Society Relations Commons, and the Urban, Community and Regional Planning Commons Recommended Citation Smith, Cynthia FASLA; Goff, Phil LEED AP; and Greene, Christopher M. RLA (2013) "“But How Do We Get to the Greenway?”— A Multi-disciplinary, Multi-jurisdiction, Multimodal Strategy to Increase Connections to the Charles River Basin," Proceedings of the Fábos Conference on Landscape and Greenway Planning: Vol. 4 : Iss. 1 , Article 6. Available at: https://scholarworks.umass.edu/fabos/vol4/iss1/6 This Article is brought to you for free and open access by ScholarWorks@UMass Amherst. It has been accepted for inclusion in Proceedings of the Fábos Conference on Landscape and Greenway Planning by an authorized editor of ScholarWorks@UMass Amherst. For more information, please contact [email protected]. Smith et al.: Connections to the Charles River “But how do we get to the Greenway?”— a multi-disciplinary, multi-jurisdiction, multi- modal strategy to increase connections to the Charles River Basin Cynthia Smith, FASLA1, Phil Goff, LEED AP2, Christopher M.
    [Show full text]
  • Esplanade Cultural Landscape Report - Introduction 1
    C U L T U R A L L A N D S C A P E R E P O R T T H E E S P L A N A D E B O S T O N , M A S S A C H U S E T T S Prepared for The Esplanade Association 10 Derne Street Boston, MA 02114 Prepared by Shary Page Berg FASLA 11 Perry Street Cambridge, MA 02139 April 2007 CONTENTS Introduction . 1 PART I: HISTORICAL OVERVIEW 1. Early History (to 1893) . 4 Shaping the Land Beacon Hill Flat Back Bay Charlesgate/Bay State Road Charlesbank and the West End 2. Charles River Basin (1893-1928) . 11 Charles Eliot’s Vision for the Lower Basin The Charles River Dam The Boston Esplanade 3. Redesigning the Esplanade (1928-1950) . 20 Arthur Shurcliff’s Vision: 1929 Plan Refining the Design 4. Storrow Drive and Beyond (1950-present) . 30 Construction of Storrow Drive Changes to Parkland Late Twentieth Century PART II: EXISTING CONDITIONS AND ANALYSIS 5. Charlesbank. 37 Background General Landscape Character Lock Area Playground/Wading Pool Area Lee Pool Area Ballfields Area 6. Back Bay. 51 Background General Landscape Character Boating Area Hatch Shell Area Back Bay Area Lagoons 7. Charlesgate/Upper Park. 72 Background General Landscape Character Charlesgate Area Linear Park 8. Summary of Findings . 83 Overview/Landscape Principles Character Defining Features Next Steps BIBLIOGRAPHY. 89 APPENDIX A – Historic Resources . 91 APPENDIX B – Planting Lists . 100 INTRODUCTION BACKGROUND The Esplanade is one of Boston’s best loved and most intensively used open spaces.
    [Show full text]
  • Travel Demand Forecasts and No-Build Project Descriptions
    APPENDIX TRAVEL DEMAND FORECASTS AND NO-BUILD PROJECT DESCRIPTIONS TRAVEL DEMAND FORECASTS In developing Paths to a Sustainable Region, the MPO conceptualized the region’s transportation needs over the next 23 years. Land use patterns, growth in employment and population, and trends in travel patterns differ in how they affect demands on the region’s transportation system. In order to estimate future demands on the system for this Long-Range Transportation Plan (LRTP), the MPO utilized a regional travel- demand forecast model. The model is a planning tool used to evaluate the impacts of transportation alternatives given varying assumptions with regard to population, employment, land use, and traveler behavior. The model is used to assess potential projects in terms of air quality benefits, travel-time savings, and congestion reduction. Travel-Demand Model Characteristics The travel model set simulates existing travel conditions and forecasts future-year travel on the eastern Massachusetts transit and highway systems. To get a more accurate picture of the travel demands in the Boston region, all communities within the commuting shed (the area from which people commute) for eastern Massachusetts are included in the modeled area. This area includes an additional 63 communities that are outside the 101-municipality MPO region. The model represents all MBTA rail and bus lines, all private express-bus carriers, all commuter boat services, all limited-access highways and principal arterials, and many minor arterials and local roadways. The region is subdivided into over 2,700 transportation analysis zones (TAZs). The model set is made up of several models, each of which simulates a step in the travel decision-making process.
    [Show full text]
  • Congestion in the Commonwealth Report to the Governor 2019
    CONGESTION IN THE COMMONWEALTH REPORT TO THE GOVERNOR 2019 Acknowledgements It took the hard work of many people to compile the data and develop the analysis pre- sented in this report. In particular, it could not have happened without Liz Williams and Cassandra Bligh, who brought it from idea to completion. In addition, Neil Boudreau, Ethan Britland, Jackie DeWolfe, Katherine Fichter, Amy Getchell, Shannon Greenwell, Administrator Astrid Glynn, Administrator Jonathan Gulliver, Meghan Haggerty, Derek Krevat, Kevin Lopes, David Mohler, Quinn Molloy, Dave DiNocco, Ben Mueller, Caroline Vanasse, Corey O’Connor, Bryan Pounds, Argenis Sosa, Jules Williams, Jaqueline Goddard, Phil Primack, and Steve Woelfel of MassDOT; Kate Benesh, Wes Edwards, Phillip Groth, Mike Muller, Laurel Paget-Seekins, and General Manager Steve Poftak of the MBTA; Nicolette Hastings and Donald J. Cooke of VHB; and Nathan Higgins, Joseph Zissman, Scott Boone, Michalis Xyntarakis, Richard Margiotta, Alexandria Washington, and Kenneth Michek of Cambridge Systematics all contributed to the body of work compiled here. Angela Valenti of Cambridge Systematics prepared the design of the report. LETTER FROM THE SECRETARY Nobody likes being stuck in traffic. We all know the frustration that comes from sitting in a sea of taillights or watching a traffic signal repeatedly turn red as we creep toward an intersection. Congestion is nothing new in Massachusetts, but traffic data, anecdotal information, and our own daily experiences seem to be telling us that travel times are getting longer, becoming less predictable, or both. Congestion has become an unpleas- ant fact of life for too many Massachusetts drivers, who are finding that it takes longer than it used to in order to get where they are going.
    [Show full text]
  • Quarterly Newsletter
    November 2010 QUARTERLY NEWSLETTER TRANSPORTATION • LAND DEVELOPMENT • ENVIRONMENT ABC launches “Bridging the Basin” campaign I N THI S I SSUE Bridging the Basin campaign Construction on the Craigie Craigie Drawbridge Closure Schedule Drawbridge, a portion of the McGrath Longfellow Bridge Update O'Brien Highway (route 28) connecting Young Leaders George’s Island Tour Land Blvd. in Cambridge to Leverett ABC TMA Update Circle in Boston, has begun and will MAPC and Metro Future last through mid April, 2011. ABC Employee Milestones Challenge for Sustainability Forum 2011 Challenge for Sustainability A Better City (ABC) wants to make sure you know what your ABC Committee Update transportation back up plans are. During construction, we Upcoming Meetings encourage you to use the Bridging the Basin website as a transportation resource and, if you are a member of our Transportation Management Association (TMA), to take QUI CK LI NKS advantage of the many commuter options programs that ABC ABC Board of Directors TMA has to offer. Remember, ABC is here to help. Contact ABC Staff Directory TMA Commuter Programs Coordinator, Dorothy Fennell, with For information about ABC news, email any questions you may have about traveling in this area during [email protected] construction, or how to best commute into work. Craigie Draw bridge closure schedule November to early December: restricted to two outbound, (Boston to Cambridge), travel lanes Mid-December to February: four travel lanes open for traffic into & out of Boston February to April: restricted to two outbound (Boston to Cambridge), travel lanes ABC continues to encourage MassDOT to push an aggressive outreach program informing the public about construction, providing transportation alternatives and explaining detour options.
    [Show full text]
  • Massdot-FHWA Pilot Project Report: Climate Change and Extreme Weather Vulnerability Assessments and Adaptation Options for the Central Artery
    MassDOT-FHWA Pilot Project Report: Climate Change and Extreme Weather Vulnerability Assessments And Adaptation Options for the Central Artery June 2015 Project Team: Kirk Bosma, P.E., Woods Hole Group, Inc. Ellen Douglas, P.E., Ph.D., UMass Boston Paul Kirshen, Ph.D., University of New Hampshire Katherin McArthur, MassDOT Steven Miller, MassDOT Chris Watson, M.Sc., UMass Boston Acknowledgements The authors wish to thank many people for their assistance in this project. They include, but are not limited to, Lt. Dave Albanese, Jeff Amero, John Anthony, Kathleen Baskin, Natalie Beauvais, David Belanger, Carolyn Bennett, John Bolduc, Dennis Carlberg, Bruce Carlisle, Joe Choiniere, Michael Chong, Lisa Dickson, Nate Dill, David Dinocco, Jeff Dusenbery, Kerry Emanuel, Rob Evans, Joe Famely, M. Leslie Fields, John Gendall, William A. Gode-von Aesch, Marybeth Groff, Robert Hamilton, Robyn Hannigan, Elizabeth Hanson, Arden Herrin, Eric Holmes, Nick Hugon, Mike Hutcheon, Bob Hutchen, Christian Jacqz, Charlie Jewell, Ron Killian, Leland Kirshen, Julia Knisel, Brian Knowles, Stephanie Kruel, Wes LaParl, Elise Leduc, Donna Lee, Vivien Li, Kevin Lopes, Rebecca Lupes, Kristen Mathieu, Rick McCullough, Lisa Grogan-McCulloch, Connor McKay, John McVann, Ellen Mecray, Stephen Morash, Dan Mullaly, Cynthia Nurmi, Paul Nutting, Daniel Nvule, Robbin Peach, William Pisano, Owen O’Riordan, Geoffrey Rainoff, Vandana Rao, Lawanda Riggs, Leo Scanlon, Stephen Estes- Smargiassi, Carl Spector, John Sullivan, Nadine Sweeney, Rob Thieler, Kevin Walsh, Peter Walworth,
    [Show full text]
  • MBTA 2009 Blue Book
    Ridership and Service Statistics Twelfth Edition 2009 Massachusetts Bay Transportation Authority BLANK PAGE YEAR 2009, TWELFTH EDITION - CONTENTS Chapter 1 - Introduction About This Book 1 . 1 Service and Infrastructure Profile 1 . 2-7 Accessibility of Subway and Commuter Rail Stations 1 . 8-9 Chapter 2 - Subway Service Operations Overview and Statistical Highlights 2 . 1 Rapid Transit System "Spider" Map With Typical Weekday Station Entries 2 . 2 Green Line Route Map 2 . 3 Ranked Station Entires Downtown Transfers 2 . 4 Rapid Transit Downtown Transfers Map 2 . 5 Subway Operations Line Statistics 2 . 6 Subway Operations Fleet Roster 2 . 7 Scheduled Round Trips and Train Miles by Schedule Rating 2 . 8 Rapid Transit Schedule and Span of Service Summary 2 . 9 Red Line Station Entries 2 . 10 Red Line Track Schematic Cambridge-Dorchester Segment 2 . 11 Red Line Track Schematic South Shore Segment 2 . 12 Red Line Route Description 2 . 13 Red Line Location of Stations 2 . 14 Mattapan-Ashmont Trolley: Ridership, Route Description, Station Locations 2 . 15 Mattapan-Ashmont High Speed Trolley Track Schematic 2 . 16 Green Line Subway Station Entries and Surface Ridership 2 . 17-18 Green Line Track Schematic 2 . 19 Green Line Route Description 2 . 20 Green Line Location of Stations 2 . 21 Orange Line Station Entries 2 . 22 Orange Line Track Schematic 2 . 23 Orange Line Route Description 2 . 24 Orange Line Location of Stations 2 . 25 Blue Line Station Entries 2 . 26 Blue Line Track Schematic 2 . 27 Blue Line Route Description 2 . 28 Blue Line Location of Stations 2 . 25 Equipment at Stations (Red/Green, Orange/Blue Lines) 2 .
    [Show full text]
  • Appendix B History
    appendix The Historic Era The earliest European occupants of the Shawmut penin- Cambridge, lobbied successfully for the construction of the ,-foot B sula and of Cambridge and Charlestown to the north Craigie or Canal Bridge between that point and Leverett Street in Boston. tended to view the Charles River not as a scenic or recre- Further upstream, Cambridge and Brighton were connected by the River ational resource but as an obstacle to efficient movement Street Bridge in and the Western Avenue Bridge in . from town to town. Major improvements in the water- course during the seventeenth century attest to the domi- Population and commerce grew rapidly in the lower portion of the nance of this view. In Boston permitted entrepre- Charles River Basin, and both public officials and industrialists began the neurs to dam the North Cove—for the most part a process of altering the natural configuration of the river, largely in the Tsaltwater marsh separated from the Charles by a causeway visible only at interests of commercial and municipal development. One of the earliest low tide—and then build a canal to harness the ebb and flow of ocean such projects was the stone dam built in upstream of Galen Street at tides in order to power grist and saw mills. In the long causeway the fall line. The first land-making project in the West End of Boston known as the Great Bridge, the first bridge to span the Charles and thus was the construction of a seawall near Leverett Street and filling behind it to connect Boston and the region to the north, was built over mud flats to create land for Boston’s new almshouse between and .
    [Show full text]
  • Central Artery (I-93)/ Tunnel (I-90) Project
    Commonwealth of Massachusetts Central Artery (I-93)/ Tunnel (I-90) Project Operating Certification of the Project Ventilation System Technical Support Document September 30, 2011 Prepared For Massachusetts Department of Transportation by TRC/Parsons Brinkerhoff 2011 Operating Re-Certification of the Project Ventilation System Table of Contents EXECUTIVE SUMMARY ....................................................................................................................... I INTRODUCTION ................................................................................................................................ 1–1 PART I – VENTILATION SYSTEM – OPERATION AND EMISSION LIMITS ......................... 1-1–1 1 DESCRIPTION OF CENTRAL ARTERY/TUNNEL PROJECT VENTILATION SYSTEMS 1–1 1.1 Ventilation System Design Criteria ............................................................................................... 1–1 1.2 Feasible Emission Control Technologies .................................................................................... 1–20 1.3 Tunnel Operating Conditions ...................................................................................................... 1–21 1.4 Ventilation System Physical Properties ...................................................................................... 1–21 2 DETERMINATION OF EMISSION LIMITS .......................................................................... 2–26 2.1 Project Preconstruction Certification Acceptance Record ........................................................
    [Show full text]
  • BIG DIG Diaframmi Boston (MA), USA Slurry Walls Jet Grouting Jet Grouting
    C M Y CM MY CY CMY K worldwide leader in the foundation engineering field REFERENZA TECNICA - TECHNICAL REFERENCE Central Artery BIG DIG Diaframmi Boston (MA), USA Slurry Walls Jet Grouting Jet Grouting Cliente : The Commonwealth of Massachussetts Owner : Highway Dept. Ten Park Plaza - Boston MA Contrattista principale : Main Contractor : TREVIICOS Durata dei lavori : Duration of works: 1997 - 2000 C M Y CM MY CY CMY K Introduzione Introduction In the 1930s, city planners in Boston, pressured to make their downtown more easily accessible by automobile, proposed the construction of an elevated frecvay through the center of the city. Thirty years later, the aptly named Central Artery was fully reallzed and carried about 75,000 vehicles a day between the Charles River and the southern side of the city. By the 1980s, however, the Central Artery had already become obsolete, with more than 150,000 vehicles traversing the six- lane thoroughfare each day. Faced with dire traffic predictions for the near future, Boston’s city planners went back to the drawing board. This time, instead of a highway in the sky, as the artery was sometimes called, the planners envisioned a vast system of tunnels beneath the city-a system so A B C Contract: A Contract: C09 A4 C C15 A1 Owner: Owner: J.F.White - Slattery - Interbeton - Perini J.V. J.F. White - Perini - Slattery Works: Works: Slurry walls-Jet grouting-Soilmixing for the 139-190 Slurry walls for excavation support of the Central interchange Artery Tunnel between Chardon and North Street Contract: Contract: D C17 A9 B C09 A7 Owner: Owner: Moder Continental - Obayashi J.V.
    [Show full text]
  • Boston's Light Rail Transit Prepares for the Next Hundred Years
    Boston's Light Rail Transit Prepares for the Next Hundred Years JAMES D. MCCARTHY or over a century light rail tran- the light rail system in the future. At sit (LRT) has played an impor- North Station, the Green Line (light F tant part in the development of rail) will be relocated to a new subway the City of Boston and its suburbs by alignment that will create a new trans- fulfilling its transportation needs. To- portation center. At Lechmere Square day, LRT runs over many of the same in Cambridge, the existing Lechmere routes it did a century ago. As we Station will be relocated across approach the century mark of Boston's O'Brien Highway to a new site that first electric trolley, it is appropriate to will enable the MBTA to develop a review some of the accomplishments new station and a light rail vehicle of light rail in Boston and to look at maintenance facility. The relocated the future. The Massachusetts Bay Lechmere Station is the first phase of a Transportation Authority (M1BTA) has plan to extend the Green Line beyond two light rail projects currently in de- Lechmere into Somerville and sign. A third proposal would extend Medford. MASSACHUSETTS BAY TRANSPORTATION AUTHORITY (MBTA) was created in 1964 as a political subdivision of the Commonwealth of Massachusetts to replace the Metropolitan Transit Authority. The MBTA has the responsibility of providing public transportation within the City of Boston as well as the surrounding 78 communities that make up the Regional Transportation District. The population of the 1,038-mi2 district exceeds 2.6 million.
    [Show full text]