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Spencer, Massachusetts Community Master Plan
SSppeenncceerr,, MMaassssaacchhuusseettttss CCoommmmuunniittyy MMaasstteerr PPllaann 1753 - - 2003 June 2003 Prepared for the Spencer Planning Board by the Spencer Master Plan Committee Technical Assistance Provided by: The Central Massachusetts Regional Planning Commission Dr. John Mullin, UMass Center for Economic Development Haley & Ward Inc., Engineers COMMUNITY MASTER PLAN For the Town of SPENCER, MASSACHUSETTS Prepared for the Spencer Planning Board By the Spencer Master Plan Committee Michael Engel, Chairman William Bowles, Vice Chairman Hal Campbell, Planning Board Kenneth Wheeler Joan Allen Marilyn Sharry Linda Mandella Former Committee Members: Wendy Beauvais, James Laney, Donna Flannery, Rick Gonzalez, David Beer, and Charlene Kaiser – Spencer Housing Authority. Planning Board support provided by Timothy Smith, Planning Board Assistant. April 2003 Technical Assistance Provided by the Central Massachusetts Regional Planning Commission (Stephen J. Wallace, Project Manager), Dr. John Mullin, UMass Center for Economic Development, and Haley & Ward Inc., Engineers Partial funding for this project was provided under Executive Order-418, through a scope of work approved by the State’s Interagency Working Group. SPENCER MASSACHUSETTS, 2003 COMMUNITY MASTER PLAN Table of Contents Chapter Page Introduction..........................................................................................................................1 Goals & Policies...................................................................................................................3 -
Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: an Application of FVCOM
Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: An Application of FVCOM Liuzhi Zhao, Changsheng Chen and Geoff Cowles The School for Marine Science and Technology University of Massachusetts at Dartmouth 706 South Rodney French Blvd., New Bedford, MA 02744. Corresponding author: Liuzhi Zhao, E-mail: [email protected] 1 Abstract The tidal motion in Mt. Hope Bay (MHB) and Narragansett Bay (NB) is simulated using the unstructured grid, finite-volume coastal ocean model (FVCOM). With an accurate geometric representation of irregular coastlines and islands and sufficiently high horizontal resolution in narrow channels, FVCOM provides an accurate simulation of the tidal wave in the bays and also resolves the strong tidal flushing processes in the narrow channels of MHB-NB. Eddy shedding is predicted on the lee side of these channels due to current separation during both flood and ebb tides. There is a significant interaction in the tidal flushing process between MHB-NB channel and MHB-Sakonnet River (SR) channel. As a result, the phase of water transport in the MHB-SR channel leads the MHB-NB channel by 90o. The residual flow field in the MHB and NB features multiple eddies formed around headlands, convex and concave coastline regions, islands, channel exits and river mouths. The formation of these eddies are mainly due to the current separation either at the tip of the coastlines or asymmetric tidal flushing in narrow channels or passages. Process-oriented modeling experiments show that horizontal resolution plays a critical role in resolving the asymmetric tidal flushing process through narrow passages. -
UNITED STATES DISTRICT COURT NORTHERN DISTRICT of INDIANA SOUTH BEND DIVISION in Re FEDEX GROUND PACKAGE SYSTEM, INC., EMPLOYMEN
USDC IN/ND case 3:05-md-00527-RLM-MGG document 3279 filed 03/22/19 page 1 of 354 UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF INDIANA SOUTH BEND DIVISION ) Case No. 3:05-MD-527 RLM In re FEDEX GROUND PACKAGE ) (MDL 1700) SYSTEM, INC., EMPLOYMENT ) PRACTICES LITIGATION ) ) ) THIS DOCUMENT RELATES TO: ) ) Carlene Craig, et. al. v. FedEx Case No. 3:05-cv-530 RLM ) Ground Package Systems, Inc., ) ) PROPOSED FINAL APPROVAL ORDER This matter came before the Court for hearing on March 11, 2019, to consider final approval of the proposed ERISA Class Action Settlement reached by and between Plaintiffs Leo Rittenhouse, Jeff Bramlage, Lawrence Liable, Kent Whistler, Mike Moore, Keith Berry, Matthew Cook, Heidi Law, Sylvia O’Brien, Neal Bergkamp, and Dominic Lupo1 (collectively, “the Named Plaintiffs”), on behalf of themselves and the Certified Class, and Defendant FedEx Ground Package System, Inc. (“FXG”) (collectively, “the Parties”), the terms of which Settlement are set forth in the Class Action Settlement Agreement (the “Settlement Agreement”) attached as Exhibit A to the Joint Declaration of Co-Lead Counsel in support of Preliminary Approval of the Kansas Class Action 1 Carlene Craig withdrew as a Named Plaintiff on November 29, 2006. See MDL Doc. No. 409. Named Plaintiffs Ronald Perry and Alan Pacheco are not movants for final approval and filed an objection [MDL Doc. Nos. 3251/3261]. USDC IN/ND case 3:05-md-00527-RLM-MGG document 3279 filed 03/22/19 page 2 of 354 Settlement [MDL Doc. No. 3154-1]. Also before the Court is ERISA Plaintiffs’ Unopposed Motion for Attorney’s Fees and for Payment of Service Awards to the Named Plaintiffs, filed with the Court on October 19, 2018 [MDL Doc. -
Roads and Parking Lots Pavement Condition Index Surveys1
Designation: D 6433 – 07 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys1 This standard is issued under the fixed designation D 6433; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval. 1. Scope 2.1.3 pavement branch—a branch is an identifiable part of 1.1 This practice covers the determination of roads and the pavement network that is a single entity and has a distinct parking lots pavement condition through visual surveys using function. For example, each roadway or parking area is a the Pavement Condition Index (PCI) method of quantifying separate branch. pavement condition. 2.1.4 pavement condition index (PCI)—a numerical rating 1.2 The PCI for roads and parking lots was developed by the of the pavement condition that ranges from 0 to 100 with 0 U.S. Army Corps of Engineers (1, 2).2 It is further verified and being the worst possible condition and 100 being the best adopted by DOD and APWA. possible condition. 1.3 The values stated in inch-pound units are to be regarded 2.1.5 pavement condition rating—a verbal description of as the standard. The SI units given in parentheses are for pavement condition as a function of the PCI value that varies information only. from “failed” to “excellent” as shown in Fig. 1. -
Integrated Wastewater and Stormwater Master Plan Was Added As a Requirement in the Latest Amendment of the Federal Court Order
Executive Summary ES.1 Background ES.1 Background ES.2 Purpose ES.1.1 City of Fall River ES.3 Integrated Planning The City of Fall River (Fall River/City) is located in Bristol County, Approach in southeastern Massachusetts. As shown in Figure ES-1, the City ES.4 Project Issues and is located along the Taunton River and Mount Hope Bay shoreline. Goals Interstate 195 crosses through the City and provides access to Providence, Rhode Island to the west and Cape Cod to the east. ES.5 Problem Similarly, Route 24 provides access to the Boston area in the Identification and north. Several local routes (Routes 6, 79, 81 and 138) also pass Resolution Processes through the city, linking Fall River with its neighboring ES.6 Resolution Concepts communities. ES.7 Resolution Concept Fall River was founded in 1803 and incorporated as a city in Assessment 1854. The City is approximately 40.2 square miles in size, with a ES.8 Financial population of over 88,000 people. It is one of the ten largest cities Considerations in the Commonwealth of Massachusetts. ES.9 Recommended Plan ES.10 Conclusions Figure ES-1: Locus Map ES-1 Executive Summary • DRAFT Fall River played an important role in the textile industry, utilizing the Quequechan River for water power and cooling water. During the 19th century, the City experienced significant economic growth with the development of numerous textile mills. Many of these mills were located along the Quequechan River. In 1876, Fall River was the largest textile producing city in the country. -
Overlooked by Many Boaters, Mount Hope Bay Offers a Host of Attractive Spots in Which to Wile Away a Day—Or Week—On the Water
DESTINATION MOUNT HOPE BAY The author’s boat, Friendship, at anchor in Church’s Cove. Overlooked by many boaters, Mount Hope Bay offers a host of attractive spots in which to wile away a day—or week—on the water. BY CAPTAIN DAVE BILL PHOTOGRAPHY BY CATE BROWN ount Hope Bay, shared by Massachusetts and Rhode Island, doesn’t get a lot of attention from boaters. But it should. The bay is flled with interesting places to dock, drop an anchor or explore in a small boat, so you could fll an entire week visiting a new spot every day. Every summer, I spend a signifcant amount of time on the bay aboard a 36- foot Union cutter, so I’ve gotten to know and love this body of water, which offers everything from interesting things to see and do to great dock-and-dine restaurants to scenic spots where one can drop the hook and take a dip. Here are some of my favorite places to visit, as well as some points of interest. The main gateway to Mount Hope Bay (which is named after a small hill on its western shore) is via the center span of the Mount Hope Bridge, with Hog Island Shoal to port and Musselbed Shoals to starboard. You can also enter, from the north, via the Taunton River, and from the south, via the Sakonnet River. Although the Army Corps of Engineers maintains a 35-foot-deep shipping channel through the bay up to Fall River, be mindful of navigational aids that mark obstructions such as Spar Island or Old Bay Rock. -
A Students' Realm
A Students’ Realm A place for students to be at Roger Williams University. submitted by ________________________________ Evan Carroll class of 2006 ________________________________ Stephen White Dean Independent Project Submitted to school of architecture art Roger Williams University,School of Architecture, and historic preservation Art and Historic Preservation in fulfillment of the requirements of ________________________________ Hasan-Uddin Khan the b.arch degree in architecture advisor distinguished professor A Students’ Realm Evan Carroll August 2006 “Community cannot long feed on itself, it can only flourish with the coming of others from beyond: their unknown and undiscovered sisters and brothers.” -Howard Thurman Committee: Patrick Charles, Assistant Professor Mete Turan, Professor Project Proposal Advisor: Julian Bonder, Professor ii Abstract “A Students’ Realm” is my exploration into my ideas about how I want to design. Much of what I discuss has ideological undertones that are a result of my current convictions about design in architecture. This project will explore and test my ideas to see if they “hold up.” The result will hopefully give me an idea of how to act in the real world. The project is the design of a student center at Roger Williams University as a reaction to the Dining Commons that is currently being constructed. The basis for design is a focus on gathering data that includes history, observations, opinions of students and precedent studies. The data must be fundamentally understood, and then the design process -
Fall River• Waterfront
FALL RIVER • WATERFRONT URBAN • RENEWAL • PLAN Draft February 2018 Acknowledgements City of Fall River Prepared for the Fall River Redevelopment Authority Mayor Jasiel F. Correia II William Kenney, Chairman City Council Anne E. Keane Shawn E. Cadime Joseph Oliveira Joseph D. Camara Kara O'Connell Stephen A. Camara Bradford L. Kilby FALL RIVER OFFICE OF ECONOMIC DEVELOPMENT Pam Laliberte-Lebeau Kenneth Fiola, Jr., Esq., Executive Vice President Stephen R. Long Steven Souza, Economic Development Leo O. Pelletier Administrative Assistant Cliff Ponte Maria R. Doherty, Network Administrator Derek R. Viveiros Lynn M. Oliveira, Economic Development Coordinator Planning Board Michael Motta, Technical Assistance Specialist Keith Paquette, Chairman Citizens' Advisory Group Mario Lucciola Alice Fagundo Peter Cabral Charles Moniz Representative Carole A. Fiola Michael Lund Frank Marchione John McDonagh Consultant Team HARRIMAN FXM ASSOCIATES Steven G. Cecil AIA ASLA Francis X. Mahady Emily Keys Innes, AICP, LEED AP ND Dianne Tsitsos Margarita Iglesia, AICP Lily Perkins-High BONZ AND COMPANY Robert Salisbury FITZGERALD AND HALLIDAY Francisco Gomes, AICP, ASLA ii FALL RIVER REDEVELOPMENT AUTHORITY DRAFT FEBRUARY 2018 Table of Contents 1. Executive Summary .................................................................................................. 9 2. Characteristics .......................................................................................................... 27 3. Plan Eligibility ........................................................................................................... -
How Narragansett Bay Shaped Rhode Island
How Narragansett Bay Shaped Rhode Island For the Summer 2008 issue of Rhode Island History, former director of the Naval War College Museum, Anthony S. Nicolosi, contributed the article, “Rear Admiral Stephen B. Luce, U.S.N, and the Coming of the Navy to Narragansett Bay.” While the article may prove too specialized to directly translate into your classroom, the themes and topics raised within the piece can fit easily into your lesson plans. We have created a handful of activities for your classes based on the role that Narragansett Bay has played in creating the Rhode Island in which we now live. The first activity is an easy map exercise. We have suggested a link to a user-friendly map, but if you have one that you prefer, please go ahead and use it! The goal of this activity is to get your students thinking about the geography of the state so that they can achieve a heightened visual sense of the bay—to help them understand its fundamental role in our development. The next exercise, which is more advanced, asks the students to do research into the various conflicts into which this country has entered. It then asks them, in groups, to deduce what types of ships, weapons, battles and people played a part in each of these wars, and of course, how they relate to Narragansett Bay. We hope that your students will approach the end result creatively by styling their charts after maritime signal “flags.” Exploring the Ocean State Rhode Island is the smallest state, measuring forty-eight miles from North to South and thirty-seven miles from east to west. -
Traffic Paint Tests
60 Traffic Paint Tests W. G. VANNOY, Pigments Department, E. I. du Pont de Nemours and Company, Newport, Delaware SYNOPSIS TRAFFIC-paint-testing procedures are reviewed in an attempt to determine which tests might be considered as standard. Although there is no official set of standard tests for traffic paints, those in use by a large percentage of consumers and those established by ASTM are considered as standard. Certain laboratory control tests together with small scale road tests are given as the most effective means available at the present time for evaluating candidate traffic paints. Laboratory tests as used to predict traffic paint durability are considered unreliable without further testing details and clarification. Current ASTM efforts to establish accelerated laboratory traffic-paint tests for dur• ability and suspension are reviewed. The need for such accelerated tests is emphasized in order to permit performance rather than compositional specifications. • SUITABLE testsfor traffic paint com• Although there is no official set of stand• positions are problems of major impor• ard tests for traffic paint, the tests in tance. These problems are faced by use by a large percentage of consumers every state highway department in writing might be considered as standard. Fur• reliable traffic paint specifications. Fur• ther, certain standards and standard ther, the manufacturers, as well as the methods of test have been established by consumers, are faced with these same the American Society for Testing Mate• problems because various compositions rials and insofar as possible such gen• must be evaluated and the more promis• erally accepted and established testing ing candidates selected. -
Massachusetts Driver's Manual
$5.00 COMMONWEALTH OF MASSACHUSETTS DRIVER’S MANUAL MASSACHUSETTS OF DRIVER’S COMMONWEALTH Commonwealth of Massachusetts DRIVER’S MANUAL PASSENGER VEHICLES Revised 2/2018 REVISED 2/2018 The policies in this Driver’s Manual include changes that take effect on March 26, 2018. All other information you need to study for a learner’s permit exam and road test (such as safety laws and rules of the road) is current both before and after March 26, 2018. A Message to Massachusetts Motorists from Erin C. Deveney, Registrar of Motor Vehicles Dear Motorist, The MassDOT Registry of Motor Vehicles recognizes that the work we perform impacts you and nearly every person in the Commonwealth of Massachusetts. We give our customers the joy of getting their first license. We register vehicles that take people all over the state for work, school, to access medical care and for exciting and important events in their lives. We also have the very serious responsibility of making sure all drivers, as well as the vehicles on our roadways, are safe and fit to operate. The RMV is committed to providing you with efficient, reliable and professional customer service. The Driver’s Manual prepares you for your driving career and also for doing business with the Registry. It includes requirements for transactions we provide, as well as service options and RMV Service Center location information. To serve you better, we offer 28 transactions and services via our website, www.mass.gov/rmv. Online services bring the RMV to you. We have expanded the number of AAA locations offering Registry renewal services through an innovative public-private partnership. -
Appendix B-Distress
144 APPENDIX B DISTRESSES 145 INTRODUCTION The purpose of this appendix is not to provide a detailed discussion of the various descriptions and causes of distresses that may occur in any given pavement structure. The purpose of this appendix is only to provide a brief presentation. Numerous other manuals and publications already exist that provide information that is much more detailed. The state DOT Agency’s Pavement Designer group should review these manuals and publications. This will assist them in understanding the causes of distresses in pavements. This knowledge can then be used to effectively select a preferred pre-overlay treatment strategy for use on a specific project. The information, figures, and pictures provided in this chapter, unless otherwise noted, were obtained from the FHWA’s Distress Identification Manual for the Long-Term Pavement Performance Program. These descriptions are provided as a guide only and should not be viewed as the only guidance available for distress type-severity description or identification. Since the publication of this Distress Identification Manual, additional distress-type-severity descriptions or identifications for frost heave, roughness, and alkali–silica reaction (ASR) have been added to this synthesis. Other distresses may exist, but will not be made a part of this synthesis. HOT-MIX ASPHALT (HMA) PAVEMENT DISTRESSES This section contains the general descriptions of the major types of distress that may be encountered in flexible pavements. A typical description of three severity levels associated with each distress is provided. Fatigue Cracking This distress occurs in areas subjected to repeated traffic loadings, usually in the wheel path.