Section 4: Township Profile
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Fen Causeway
Fen Causeway An important vehicular route which crosses the attractive rural spaces of Coe Fen and Sheep’s Green with views back towards the city. Fen Causeway was built in as one of the main routes the 1920s to link Newnham around Cambridge, but the village with Trumpington negative effect of this traffic Road and to provide access is mitigated by the pastural to the south of the city. Its setting and the views of the construction was the subject River Cam with the historic of fierce local opposition city centre beyond. at the time. The road was built on the line of Coe Fen Lane, which joined the footpaths that crossed Coe Fen and Sheep’s Green. Today the road is very busy Fen Causeway SIGNIFICANCE - SIGNIFICANT General Overview At its eastern end Fen Causeway passes between the large properties of the Leys School to the south and the Royal Cambridge Hotel and University Department of Engineering to the north. Although the hotel is built up against the pavement, the car parks to the rear provide a large open space, whilst the school and engineering department stand back from the road behind high walls. The setback makes the street a light space, although the high buildings to either side channel views along the street in both directions. The grounds on either side provide greenery that softens the streetscene. The Royal Cambridge Hotel North House of the Leys School provides architectural interest as part of the late Victorian Methodist School complex, built in red brick with exuberant stone and brick detailing which provides a strong vertical emphasis. -
Evaluation of Green Colored Bicycle Lanes in Florida
Florida Department of Transportation Evaluation of Green Colored Bicycle Lanes in Florida FDOT Office State Materials Office Report Number FL/DOT/SMO 17-581 Authors Edward Offei Guangming Wang Charles Holzschuher Date of Publication April 2017 Table of Contents Table of Contents ............................................................................................................................. i List of Figures ................................................................................................................................. ii List of Tables .................................................................................................................................. ii EXECUTIVE SUMMARY ........................................................................................................... iii INTRODUCTION .......................................................................................................................... 1 Background ..................................................................................................................................... 1 OBJECTIVE ................................................................................................................................... 3 TEST EQUIPMENT ....................................................................................................................... 4 DYNAMIC FRICTION TESTER (DFT) ................................................................................... 4 CIRCULAR TRACK METER (CTM) ...................................................................................... -
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee in Fulfillment of Session Law 2008‐107
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee In Fulfillment of Session Law 2008‐107 Prepared by: URS Corporation – North Carolina 1600 Perimeter Park Drive Suite 400 Morrisville, NC 27560 Prepared for: NC Department of Transportation Hydraulics Unit 1590 Mail Service Center Raleigh, NC 27699‐1590 919.707.6700 July 2010 (May 2012) Cover Photos: C. dubia photo provided by Jack Kelly Clark, courtesy of University of California Statewide Integrated Pest Management Program. All other photos by authors. This page intentionally left blank Stormwater Runoff from Bridges Final Report Revision History Date Description May 9, 2012 Errors in the calculation of unit event loads, annual loading rates, and runoff volumes were corrected. The following updates associated with the corrections were incorporated: Pages 4‐9 through 4‐16 in section 4 were updated, including all text and tables: o Table 4.2‐2 on pages 4‐10 through 4‐13 was updated with corrected median unit event loads and average unit annual loading rates. o Table 4.2‐3 on page 4‐14 was updated with corrected annual loading rate values. o Table 4.2‐4 on page 4‐16 was updated with corrected annual loading rate values. All tables in Appendix 3‐G (Tables 3‐G.1 to 3‐G.15) were updated with corrected runoff volume values. This page intentionally left blank Stormwater Runoff from Bridges Final Report Table of Contents Executive Summary ..............................................................................................................................ES-1 -
Section 5: Risk Assessment – Flood
SECTION 5: RISK ASSESSMENT – FLOOD Table of Contents SECTION 5 Risk Assessment ................................................................................................................................... 5-1 5.1 Hazard Profile ............................................................................................................................................. 5-1 5.2 Hazard Description ...................................................................................................................................... 5-1 Previous Occurrences and Losses ...................................................................................................... 5-39 Probability of Future Occurrences ..................................................................................................... 5-56 Climate Change Impacts .................................................................................................................... 5-61 Future Trends ..................................................................................................................................... 5-63 Scenario .............................................................................................................................................. 5-64 Issues .............................................................................................................................................. 5-64 5.3 Vulnerability Assessment ......................................................................................................................... -
The Barnegat Bay Watershed Educational Resource Guide
Barnegat Bay Watershed Educational Resource Guide Prepared by Christine R. Raabe For the Ocean County Soil Conservation District and the Barnegat Bay Watershed Environmental Educators Roundtable Updated: March 2012 by the Barnegat Bay Partnership Table of Contents Introduction How to Use this Guide 1. Organizations and Agencies Involved with Barnegat Bay Watershed Education 2. National Organizations for Additional Resources 3. A Synopsis of Teacher Resources 4. Other Resource Guides and Directories 5. Map Resources 6. Barnegat Bay Watershed Environmental Educators Roundtable Steering Committee Members i Introduction The Ocean County Soil Conservation District and the Barnegat Bay Watershed Environmental Educators Roundtable discovered that educators within the watershed need assistance in finding pertinent information and resources if they are to effectively teach about the Barnegat Bay watershed and the issues that impact it. This guide has been compiled to answer that need. What began as a simple directory has grown into an annotated compendium of resources and organizations offering numerous programs, publications, field trips, and watershed information which educators can incorporate into their lessons and activities. It is a guide that will prove useful to anyone searching for information about the features and functions of the Barnegat Bay watershed. This Educator’s Resource Guide will be updated periodically. Please help us keep the document current by e-mailing Mary Judge at [email protected] with any additions, deletions, or corrections to the entries in this directory. Thank you for your help with this ongoing project. Original funding for this guide was provided by the USEPA and the NJDEP through the Barnegat Bay Partnership (BBP, formerly Barnegat Bay National Estuary Program) and the Partnership for Nonpoint Source Pollution Control in the Barnegat Bay Watershed. -
Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019
St. Tammany Parish Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019 ST. TAMMANY PARISH TABLE OF CONTENTS EMERGENCY OPERATIONS PLAN Table of Contents Promulgation Statement ....................................................................................................... viii Concurrence ............................................................................................................................ x Foreword ............................................................................................................................... xix Record of Changes ................................................................................................................. xxi Record of Distribution .......................................................................................................... xxiii Basic Plan ................................................................................................................................ 1 I. PURPOSE AND SCOPE .......................................................................................................... 1 II. SITUATION AND ASSUMPTIONS ........................................................................................... 2 III. CONCEPT OF OPERATIONS ................................................................................................... 4 IV. ORGANIZATION AND ASSIGNMENT OF RESPONSIBILITIES .................................................... 5 V. DIRECTION AND CONTROL -
Income Financial Hardships Have Far-Reaching Economic, Community, and Safety Implications for Residents and Especially for Young Families and the Younger Workforce
SECTION 4: TOWNSHIP PROFILE Income Financial hardships have far-reaching economic, community, and safety implications for residents and especially for young families and the younger workforce. A household which experiences financial difficulties will find it hard or impossible to invest in other areas that can increase safety and resilience. Necessary structural and mechanical improvements, modern technology to access information, vehicles to improve mobility and evacuation procedures, among other investments, may not be possible for individuals experiencing financial difficulties. The median household income for the Township in 2013 was $62,544. In the Township, 5% of residents are considered below the poverty line, 3.3% receive Supplemental Security Income, 1.0% receive cash public assistance, and 6.8% receive food stamps and SNAP benefits. Segments of the population experiencing financial hardship can be at additional risk during disaster events due to a variety of circumstances including a lack of access to resources and information to support safety and emergency procedures. Additional information is presented in the ‘Disabled and Vulnerable Populations’ section below. In addition, there are currently a number of both homeowners and renters substantially burdened by housing costs in the Township. Among current homeowners with a mortgage, 43.6% spend more than 30% of their income on monthly housing costs. Among renters, a troubling 61.2% spend more than 30% of their income on monthly housing costs. The U.S. Department of Housing and Urban Development (HUD) considers families that pay more than 30% of their income for housing to be cost-burdened and as a result are likely to experience significant economic hardship. -
Upgrading the Avon River Causeway During Highway 101 Twinning
Upgrading the Avon River Causeway During Highway 101 Twinning Dr. Bob Pett, NSTIR Environmental Services Alexander Wilson, CBCL Limited Transportation and Infrastructure Renewal Partner with NS Agriculture 9.5 km 6 lanes PEI Moncton NB Northumberland Strait Petitcodiac River NS Chignecto Bay Minas Basin Bay of Fundy Avon River Windsor Fundy Tides Salty- Silty Lake Pesaquid 1970 Fresh water Impacts on the Windsor Salt Marsh (Ramsar Wetland & IBA of Canada) Unlike the Petitcodiac – keeping an aboiteau EA completed in 2017 – currently working on design Project in planning for almost 20 years – including various environmental studies of the Avon River Estuary Contracted Acadia University, St. Mary’s University and CBWES Inc., between 2002 and 2018 to better understand the estuary and inform our design team to minimize impacts on salt marsh and mudflats. Baseline CRA Fisheries Study (Commercial, Recreational and Aboriginal) Contracted 3 partners for work between April 2017 and March 2019 ➢ Darren Porter, commercial fisher, ➢ Acadia University (Dr. Trevor Avery) ➢ Mi’kmaq Conservation Group Key study goal to better inform the detailed design team to improve fish passage through the aboiteau (sluice) Just before Christmas 2017, we engaged a team led by CBCL Limited to design an upgraded causeway and aboiteau system. Design Objectives Public Safety • Maintain corridor over Avon River for Highway 101 Twinning and continuity of rail, trail and utility services. • Continued protection of communities and agricultural land from the effects of flooding and sea level rise / climate change. Regulatory Requirements • Improve fish passage (EA Condition & Fisheries Act ). • Minimize environmental impacts (i.e., impact to salt marsh). • Consideration of potential negative impacts to asserted or established Mi’kmaq aboriginal or treaty rights. -
Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation
Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report December 2011 i Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report Prepared for: Florida Department of Transportation Research Center 605 Suwannee Street, MS 30 Tallahassee, FL 32399-0450 Project Manager: Amy Datz Prepared by: Victoria A. Perk Joseph S. DeSalvo, Ph.D. Tara A. Rodrigues Nina M. Verzosa Steven C. Bovino Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 Tampa, FL 33620-5375 December 2011 i DRAFT October 2011 ii DISCLAIMER The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the State of Florida Department of Transportation. iii iv Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date Improving Value of Travel Time Savings Estimation for More December 2011 Effective Transportation Project Evaluation 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Victoria A. Perk, Joseph S. DeSalvo, Tara A. Rodrigues, Nina M. Verzosa, Steven C. Bovino 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 11. Contract or Grant No. Tampa, FL 33620 BDK85 977-21 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Florida Department of Transportation Final Report Research Center March 2010 – December 2011 605 Suwannee Street, MS 30 14. -
Traffic Rules and Orders
TRAFFIC RULES AND ORDERS TOWN OF HUDSON The Board of Selectmen of the Town of Hudson, acting under the authority conferred by Section 22 of Chapter 40 of the General Laws and by virtue of any and every other enabling power to do hereby make, adopt and establish the following rules and orders for the regulation of carriages and vehicles used in said Town and hereinafter referred to collectively as “rules”. 1 ARTICLE I - DEFINITIONS ............................................................................................ 4 ARTICLE II - AUTHORIZATIONS AND DUTIES ............................................................ 6 SECTION 1: ENFORCEMENT OF RULES ........................................................................... 6 SECTION 2: AUTHORIZATION TO CLOSE STREETS ........................................................... 6 SECTION 3: AUTHORIZATION TO PROHIBIT PARKING TEMPORARILY .................................. 6 SECTION 4: RULES APPLY TO ALL VEHICLES .................................................................. 6 SECTION 5: ROAD CONSTRUCTION WORKERS EXEMPT ................................................... 6 ARTICLE III - TRAFFIC SIGNS, SIGNALS, MARKINGS AND ZONES ......................... 7 SECTION 1: TRAFFIC SIGNS AND SIGNALS ...................................................................... 7 SECTION 2: UNLAWFUL TO POST UNOFFICIAL SIGNS ....................................................... 7 SECTION 3: UNLAWFUL TO DISOBEY SIGNS AND SIGNALS................................................ 7 SECTION 4: PENALTY -
LAKE PONTCHARTRAIN CAUSEWAY HAER LA-21 and SOUTHERN TOLL PLAZA Causeway Boulevard Metairie Jefferson Parish Louisiana
LAKE PONTCHARTRAIN CAUSEWAY HAER LA-21 AND SOUTHERN TOLL PLAZA Causeway Boulevard Metairie Jefferson Parish Louisiana PHOTOGRAPHS COPIES OF COLOR TRANSPARENCIES WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service U.S. Department of the Interior 100 Alabama Street, SW Atlanta, Georgia 30303 HISTORIC AMERICAN ENGINEERING RECORD LAKE PONTCHARTRAIN CAUSEWAY AND SOUTHERN TOLL PLAZA HAER LA-21 Page 1 Location: The Lake Pontchartrain Causeway spans Lake Pontchartrain from Causeway Boulevard in Metairie, Jefferson Parish to Highway 190, Mandeville, St. Tammany Parish, Louisiana. The southern Toll Plaza was located at the Jefferson Parish terminus of the Lake Pontchartrain Causeway. The Northern Terminus of the Lake Pontchartrain Causeway is located at 30.365 and -90.094167. The Southern Terminus is located at 30.02 and - 90.153889. This information was acquired using Google Earth imagery. There are no restrictions on the release of this information to the public. USGS Quadrangle maps (7.5 minute series): (north to south) Mandeville, Spanish Fort NE, West of Spanish Fort NE, Indian Beach There are no restrictions on this information. Owner: Greater New Orleans Expressway Commission Present Use: Vehicle Bridge Significance: When completed in 1956, the Lake Pontchartrain Causeway was the world’s longest bridge. This record was broken by completion of the parallel span in 1969. At 23.87 miles long, the Causeway is the world’s longest continuous span over water. The prestressed, pre-cast concrete structural system displays mid-twentieth century technology that typifies modern bridge construction techniques. In addition, the Causeway is significant in the development of the Jefferson and St. -
Minnesota Statutes 2020, Chapter
1 MINNESOTA STATUTES 2020 CHAPTER 160 ROADS, GENERAL PROVISIONS 160.01 SCOPE OF CHAPTERS 160 TO 165. 160.264 REPLACING BIKEWAYS AND PEDESTRIAN WAYS. ROADS 160.266 STATE BICYCLE ROUTES. 160.02 DEFINITIONS. RIGHT-OF-WAY USE RESTRICTIONS 160.03 COMPENSATION FOR PUBLIC PROPERTY. 160.27 PARTICULAR USES OF RIGHT-OF-WAY; 160.04 WIDTH OF ROADS. MISDEMEANORS. 160.05 DEDICATION OF ROADS. 160.2715 RIGHT-OF-WAY USE; MISDEMEANORS. 160.06 TRAIL OR PORTAGE DEDICATION. REST AREAS AND TRAVEL CENTERS 160.07 IMPROVEMENTS WITHIN OR WITHOUT 160.272 SAFETY REST AREA AND TRAVEL INFORMATION BOUNDARIES. CENTER LEASES. 160.08 CONTROLLED ACCESS. 160.2721 COMMERCIAL VEHICLE DRIVERS AT REST AREAS. 160.085 RECORDING PROPOSED ACQUISITION FOR ROAD. 160.2725 SALES AT SAFETY REST AREAS. 160.09 CHANGE OR VACATION OF LOCAL ROAD. 160.273 VENDING MACHINES. 160.095 DESIGNATION OF MINIMUM-MAINTENANCE ROADS. 160.2735 SPONSORSHIP OF SAFETY REST AREAS. 160.10 ROADS ON MINERAL LANDS. 160.274 SALE OF SURPLUS REST AREA PROPERTY. 160.11 MATERIALS FOR BUILDING ROADS. 160.2745 SAFETY REST AREA ACCOUNT. 160.12 TEMPORARY ROADS AROUND CONSTRUCTION. 160.2755 PROHIBITED ACTIVITIES AT REST AREAS. 160.13 LIGHTING AND MARKING HIGHWAYS. TRAVEL INFORMATION FACILITIES 160.14 MARKING BOUNDARIES OF HIGHWAYS. 160.276 TRAVEL INFORMATION ADVERTISING PROGRAM. 160.15 PRESERVING SECTION OR QUARTER-SECTION CORNERS. 160.28 PLANS FOR PUBLIC TRAVEL FACILITIES. 160.16 WARNING SIGNS AND DETOUR SIGNS. 160.281 TOURIST INFORMATION CENTER