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JEFFERSON PARISH COUNCIL MEETING Wednesday, May 16, 2018 1221 ELMWOOD PARK BOULEVARD JEFFERSON, LOUISIANA
JEFFERSON PARISH COUNCIL MEETING Wednesday, May 16, 2018 1221 ELMWOOD PARK BOULEVARD JEFFERSON, LOUISIANA SPECIAL PRESENTATIONS BY: BUSINESS MEETING BEGINS AT 10:00 AM MEETING CALLED TO ORDER INVOCATION AND/OR PLEDGE OF ALLEGIANCE ROLL CALL - COUNCIL MEMBERS ROLL CALL - PARISH PRESIDENT AND DIRECTORS OF DEPARTMENTS PARISH PRESIDENT TO ADDRESS COUNCIL PERSONS WISHING TO APPEAR BEFORE THE COUNCIL REGARDING A RESOLUTION(S) ON AGENDA/ADDENDUM AGENDA ORDINANCES TO BE DEFERRED 1. SUMMARY NO. 24759 - repealing Chapter 2, Article VI, Sections 2-811 through 2-818 of the Code and enacting Chapter 2, Article VI, Sections 2-811 through 2-818 of the Jefferson Parish Code of Ordinances relative to the Transportation Advisory Board. (Parishwide) (Deferred from 4/25/18)(Proposed ordinance was not pre-filed in compliance with Sec.2-34.2 of the Jefferson Parish Code of Ordinances) 2. SUMMARY NO. 24799 - amending Chapter 2, Article II, Division 2 of the Code relative to the recording and broadcast of meetings of the Jefferson Parish Council. (Parishwide) (Deferred from 4/25/18) (Proposed ordinance was not pre-filed in compliance with Sec. 2-34.2 of the Jefferson Parish Code of Ordinances) 3. SUMMARY NO. 24894 - amending the Code to reduce and/or eliminate redundancies and fees with respect to requirements for emergency medical technicians. (Parishwide) (Deferred from 4/25/18) (Proposed ordinance was not pre-filed in compliance with Sec.2-34.2 of the Jefferson Parish Code of Ordinances) 4. SUMMARY NO. 24961 - amending Ordinance No. 18226, as amended, to amend Rule V Pay Plan of the Personnel Rules of the East Bank Consolidated Fire Protection District to add the position of Deputy Fire Chief. -
Preliminary Report on the Performance of the New Orleans Levee Systems in Hurricane Katrina on August 29, 2005
Preliminary Report on the Performance of the New Orleans Levee Systems in Hurricane Katrina on August 29, 2005 by R.B. Seed, P.G. Nicholson, R.A. Dalrymple, J. Battjes, R.G. Bea, G. Boutwell, J.D. Bray, B. D. Collins, L.F. Harder, J.R. Headland, M. Inamine, R.E. Kayen, R. Kuhr, J. M. Pestana, R. Sanders, F. Silva-Tulla, R. Storesund, S. Tanaka, J. Wartman, T. F. Wolff, L. Wooten and T. Zimmie Preliminary findings from field investigations and associated studies performed by teams from the University of California at Berkeley and the American Society of Civil Engineers, as well as a number of cooperating engineers and scientists, shortly after the hurricane. Report No. UCB/CITRIS – 05/01 November 2, 2005 New Orleans Levee Systems Hurricane Katrina August 29, 2005 This project was supported, in part, by the National Science Foundation under Grant No. CMS-0413327. Any opinions, findings, and conclusions or recommendations expressed in this report are those of the author(s) and do not necessarily reflect the views of the Foundation. This report contains the observations and findings of a joint investigation between independent teams of professional engineers with a wide array of expertise. The materials contained herein are the observations and professional opinions of these individuals, and does not necessarily reflect the opinions or endorsement of ASCE or any other group or agency, Table of Contents i November 2, 2005 New Orleans Levee Systems Hurricane Katrina August 29, 2005 Table of Contents Executive Summary ...……………………………………………………………… iv Chapter 1: Introduction and Overview 1.1 Introduction ………………………………………………………………... 1-1 1.2 Hurricane Katrina …………………………………………………………. -
By CWO Franz Karnuth Marine Safety Office-St. Louis
Number 35 November/December 2005 Edition INSIDE THIS ISSUE CLOSE CALL ON THE MISS. RIVER GCMA ATTENDS OCT. TSAC MEETING CAPT. DADY’S REMARKS AT TSAC BREAKAWAY BARGE FOLLOW UP HURRICANES DESTROY 109 OIL PLATFORMS GIVING AWAY MARINER JOBS LICENSING LICENSE REQUIREMENTS FOR TOWING VESSELS CHANGES AHEAD AT NATIONAL MARITIME CENTER “OPERATORS” BECOME “MASTERS” GCMA CRITICIZES MERPAC NEW GCMA RESEARCH REPORTS SECURITY CODE HURTS MARINERS BROWN LIST (UNCHANGED THEIR LEVEES – OUR LEVEES By CWO Franz Karnuth Marine Safety Office-St. Louis [Source: The Waterways Journal, Oct. 3, 2005] [Note: Underlining for emphasis is ours.] Four hours into the morning watch, the sky is overcast, and the outside air tem- perature is roughly 40 degrees. You're manning the sticks of a small towboat on the cold winter waters of the Mississippi River. The boat's two-man relief crew is resting in their bunks. You've picked up one loaded rock barge, topped around, and are backing in to place the barge's port side against a mooring barge. Your sole deckhand rounds the stern port side of your loaded barge, goes behind some cargo covers to secure a line to the mooring barge and begins to put a couple of figure eights on the barge's port stern quarter kevel. Suddenly, out of the comer of your eye you catch something happening with your deckhand a hand, a spray of water. You're not sure so you move to the port side of the wheelhouse to get a better look. Over the radio you hear a call for help. -
Permanent Protection System Opinion of Probable Cost Volume I Options 1, 2, and 2A Report
May 2010 Louisiana Coastal Protection and Restoration Authority Permanent Protection System Opinion of Probable Cost Volume I Options 1, 2, and 2a Report Prepared for Sewerage & Water Board of New Orleans in partnership with the Southeast Louisiana Flood Protection Authority- East, Jefferson Parish Department of Public Works, and the Louisiana Coastal Protection and Restoration Authority Photo courtesy of USACE Graphics Water Prepared for: Sewerage & Water Board Prepared by: of New Orleans AECOM New Orleans, LA New Orleans, Louisiana Color 60149879.0005 May 7, 2010 Permanent Protection System Opinion of Probable Cost Options 1, 2, and 2a AECOM Water i Contents Executive Summary ............................................................................................................. ES-1 1.0 Option 1 – Construction of New Permanent Gated Pump Stations at the Mouths of the 17th Street, Orleans Avenue, and London Avenue Canals ................................. 1-1 1.1 Option 1 - Basis of Opinion of Probable Cost ..................................................................... 1-3 1.2 Summary of Findings for 17th Street Canal – Option 1...................................................... 1-4 1.2.1 Mechanical and Electrical .....................................................................................1-6 1.2.2 Geotechnical ......................................................................................................... 1-9 1.2.3 Real Estate ..........................................................................................................1-10 -
Did Nepa Drown New Orleans? the Levees, the Blame Game, and the Hazards of Hindsight
05__KYSAR_MCGARITY FINAL.DOC 11/14/2006 8:38 AM CORE Metadata, citation and similar papers at core.ac.uk Provided by Yale Law School Legal Scholarship Repository DID NEPA DROWN NEW ORLEANS? THE LEVEES, THE BLAME GAME, AND THE HAZARDS OF HINDSIGHT DOUGLAS A. KYSAR† THOMAS O. MCGARITY†† ABSTRACT This Article highlights the hazards of hindsight analysis of the causes of catastrophic events, focusing on theories of why the New Orleans levees failed during Hurricane Katrina in 2005 and particularly on the theory that the levee failures were “caused” by a 1977 National Environmental Policy Act (NEPA) lawsuit that resulted in a temporary injunction against the Army Corps of Engineers’ hurricane protection project for New Orleans. The Article provides a detailed historical reconstruction of the decision process that eventuated in the New Orleans storm surge protection system, focusing both on the political and legal factors involved and on the “standard project hurricane” risk assessment model that lay at the heart of the Army Corps of Engineers’ decisionmaking process. The Article then offers a detailed analysis of how and why Hurricane Katrina overcame the New Orleans levee system. As this analysis demonstrates, the argument that the NEPA lawsuit played a meaningful causal role in the Katrina disaster is not persuasive. Parallel lessons are then drawn for forward-looking disaster policy. The same problems of uncertainty and complexity that confound the attempt through hindsight to attribute causal responsibility for a Copyright © 2006 by Douglas A. Kysar and Thomas O. McGarity. † Professor of Law, Cornell Law School. †† Joe R. and Teresa Lozano Long Endowed Chair in Administrative Law, University of Texas at Austin School of Law. -
New Orleans and Hurricane Katrina. III: the 17Th Street Drainage Canal
New Orleans and Hurricane Katrina. III: The 17th Street Drainage Canal R. B. Seed, M.ASCE1; R. G. Bea, F.ASCE2; A. Athanasopoulos-Zekkos, S.M.ASCE3; G. P. Boutwell, F.ASCE4; J. D. Bray, F.ASCE5; C. Cheung, M.ASCE6; D. Cobos-Roa7; L. F. Harder Jr., M.ASCE8; R. E. S. Moss, M.ASCE9; J. M. Pestana, M.ASCE10; M. F. Riemer, M.ASCE11; J. D. Rogers, M.ASCE12; R. Storesund, M.ASCE13; X. Vera-Grunauer, M.ASCE14; and J. Wartman, M.ASCE15 Abstract: The failure of the levee and floodwall section on the east bank of the 17th Street drainage canal was one of the most catastrophic breaches that occurred during Hurricane Katrina. It produced a breach that rapidly scoured a flow pathway below sea level, so that after the storm surge had largely subsided, floodwaters still continued to stream in through this breach for the next two and a half days. This particular failure contributed massively to the overall flooding of the Metropolitan Orleans East Bank protected basin. Slightly more than half of the loss of life, and a similar fraction of the overall damages, occurred in this heavily populated basin. There are a number of important geotechnical and geoforensic lessons associated with this failure. Accordingly, this paper is dedicated solely to investigating this single failure. Geological and geotechnical details, such as a thin layer of sensitive clay that was laid down by a previous hurricane, proper strength characterization of soils at and beyond the toe of the levee, and recognition of a water-filled gap on the inboard side of the sheet pile cutoff wall are judged to be among the most critical factors in understanding this failure. -
Tulane Environmental Law Journal
[This pdf is published at 19 TUL. ENVTL. L.J. 1-68 (2006); subscribe at http://www.law.tulane.edu/tuexp/journals/enviro/subscribe] TULANE ENVIRONMENTAL LAW JOURNAL VOLUME 19 SPRING 2006 ISSUE 1 Can We Save New Orleans? Oliver Houck* I. FANTASY ISLAND .................................................................................. 2 II. REALITY ISLAND................................................................................... 5 A. Prologue: The Pelican Bill......................................................... 5 B. Flood Control: The Bridesmaid................................................. 8 C. Working To Please Hill Commanders: The Congress Takes Over................................................................................. 11 D. Oil and Gas: Death by a Thousand Blows .............................. 17 E. The Development Game: Easy Money in the Hit Zone......... 20 F. Global Warming: The Other Elephant .................................... 26 G. Are We Serious Yet?.................................................................. 30 III. RESURRECTION................................................................................... 31 A. From Barriers to Levees: Protection on Short Rations .......... 31 B. The Restoration Game: Ideas on Short Rations ..................... 34 C. So What Do We Do?................................................................. 40 1. Two Visions....................................................................... 40 2. Vision by Default ............................................................ -
Did Nepa Drown New Orleans? the Levees, the Blame Game, and the Hazards of Hindsight
05__KYSAR_MCGARITY FINAL.DOC 11/14/2006 8:38 AM DID NEPA DROWN NEW ORLEANS? THE LEVEES, THE BLAME GAME, AND THE HAZARDS OF HINDSIGHT DOUGLAS A. KYSAR† THOMAS O. MCGARITY†† ABSTRACT This Article highlights the hazards of hindsight analysis of the causes of catastrophic events, focusing on theories of why the New Orleans levees failed during Hurricane Katrina in 2005 and particularly on the theory that the levee failures were “caused” by a 1977 National Environmental Policy Act (NEPA) lawsuit that resulted in a temporary injunction against the Army Corps of Engineers’ hurricane protection project for New Orleans. The Article provides a detailed historical reconstruction of the decision process that eventuated in the New Orleans storm surge protection system, focusing both on the political and legal factors involved and on the “standard project hurricane” risk assessment model that lay at the heart of the Army Corps of Engineers’ decisionmaking process. The Article then offers a detailed analysis of how and why Hurricane Katrina overcame the New Orleans levee system. As this analysis demonstrates, the argument that the NEPA lawsuit played a meaningful causal role in the Katrina disaster is not persuasive. Parallel lessons are then drawn for forward-looking disaster policy. The same problems of uncertainty and complexity that confound the attempt through hindsight to attribute causal responsibility for a Copyright © 2006 by Douglas A. Kysar and Thomas O. McGarity. † Professor of Law, Cornell Law School. †† Joe R. and Teresa Lozano Long Endowed Chair in Administrative Law, University of Texas at Austin School of Law. This Article has its origins in a report that the authors prepared in the immediate aftermath of Hurricane Katrina as member scholars of the Center for Progressive Reform. -
Bayou St. John Comprehensive Management Plan
Bayou St. John Comprehensive Management Plan BAYOU ST. JOHN COMMITTEE Canoe & Trail Adventures Contributor: Byron Almquist Contact: Byron Almquist (504) 834-5257 [email protected] The role of this private enterprise is to provide outdoor adventures involving recreational and educational opportunities for New Orleans area residents. Mr. Almquist has been invested in the health of Bayou St. John since the 1970s as a business owner and an environmentalist. City Park New Orleans Contributors: John Kinabrew, Beth McFarland and John Hopper Contact: John Hopper [email protected] City Park, the botanical heart of the city, has jurisdiction over Bayou St. John water bottoms from Robert E. Lee Boulevard and the Harding Street Bridge. City Park lagoons depend upon flow from the bayou. Before Hurricane Katrina, the park conducted several volunteer programs including a fishing education program for inner city children. Lake Pontchartrain Basin Foundation Contributors: Anne Rheams, John A. Lopez, Ph.D. and Carlton Durfrechou Contact: Anne Rheams (504) 836-2215 [email protected] The Lake Pontchartrain Basin Foundation follows a citizen-based comprehensive management plan which focuses on the health of all waters connected to Lake Pontchartrain. The health of these water bodies not only depends upon water quality but also habitat functions for wildlife and recreation and education opportunities for residents and visitors. The Foundation spearheaded Bayou St. John planning efforts represented in this plan, and will continue to conduct water quality monitoring and encourage environmental education. Louisiana State University Agriculture Center/Louisiana SeaGrant Contributors: Mark Schexnayder and Albert P. “Rusty” Gaude III. Contact: Mark Schexnayder (504) 838-1170 [email protected] With the overall mission of offering innovation, providing education and improving lives, the Louisiana State University Agriculture Center assists New Orleans City Park with habitat enhancement, fish stocking programs, water quality monitoring and education activities. -
Hurricane Katrina External Review Panel Christine F
THE NEW ORLEANS HURRICANE PROTECTION SYSTEM: What Went Wrong and Why A Report by the American Society of Civil Engineers Hurricane Katrina External Review Panel Christine F. Andersen, P.E., M.ASCE Jurjen A. Battjes, Ph.D. David E. Daniel, Ph.D., P.E., M.ASCE (Chair) Billy Edge, Ph.D., P.E., F.ASCE William Espey, Jr., Ph.D., P.E., M.ASCE, D.WRE Robert B. Gilbert , Ph.D., P.E., M.ASCE Thomas L. Jackson, P.E., F.ASCE, D.WRE David Kennedy, P.E., F.ASCE Dennis S. Mileti, Ph.D. James K. Mitchell, Sc.D., P.E., Hon.M.ASCE Peter Nicholson, Ph.D., P.E., F.ASCE Clifford A. Pugh, P.E., M.ASCE George Tamaro, Jr., P.E., Hon.M.ASCE Robert Traver, Ph.D., P.E., M.ASCE, D.WRE ASCE Staff: Joan Buhrman Charles V. Dinges IV, Aff.M.ASCE John E. Durrant, P.E., M.ASCE Jane Howell Lawrence H. Roth, P.E., G.E., F.ASCE Library of Congress Cataloging-in-Publication Data The New Orleans hurricane protection system : what went wrong and why : a report / by the American Society of Civil Engineers Hurricane Katrina External Review Panel. p. cm. ISBN-13: 978-0-7844-0893-3 ISBN-10: 0-7844-0893-9 1. Hurricane Katrina, 2005. 2. Building, Stormproof. 3. Hurricane protection. I. American Society of Civil Engineers. Hurricane Katrina External Review Panel. TH1096.N49 2007 627’.40976335--dc22 2006031634 Published by American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia 20191 www.pubs.asce.org Any statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. -
Engineering Geologic Characterization of Levee Failures
ENGINEERINGENGINEERING GEOLOGICGEOLOGIC CHARACTERIZATIONCHARACTERIZATION OFOF LEVEELEVEE FAILURESFAILURES ININ NEWNEW ORLEANSORLEANS DURINGDURING HURRICANEHURRICANE KATRINAKATRINA J. David Rogers, Ph.D., P.E., R.G. Member, National Science Foundation Independent Levee Investigation Team and Karl F. Hasselmann Chair in Geological Engineering University of Missouri-Rolla 2006 Annual Meeting Association of Environmental and Engineering Geologists Boston, Massachusetts November 1, 2006 PartPart 11 GEOLOGICGEOLOGIC SETTINGSETTING OFOF NEWNEW ORLEANSORLEANS • Pleistocene geologic map of the New Orleans area. The yellow stippled bands are the principal distributory channels of the lower Mississippi River, with the present channel shown in light blue. The Pine Island Beach Trend is shown in the ochre dotted pattern. Depth contours on the upper Pleistocene age horizons are also shown. • Contours of the entrenched surface of the Wisconsin glacial age deposits underlying modern New Orleans. • Note the well developed channel leading southward, towards what used to be the oceanic shoreline. This channel reaches a maximum depth of 150 feet below sea level. • Block diagram of the geology underlying New Orleans. The principal feature dividing New Orleans is the Metairie distributary channel, shown here, which extends to a depth of 50 feet below MGL and separates geologic regimes on either side. Note the underlying faults, beneath Lake Pontchartrain. • Block diagram illustrating relationships between subaerial and subaqueous deltaic environments in relation to a single distributary lobe. • The Lakeview and Gentilly neighborhoods of New Orleans are underlain by interdistributary sediments, overlain by peaty soils lain down by fresh water marshes and cypress swamps. • Typical cross section through the sandy bank levees of the Mississippi River, illustrating how the river’s main channel lies above the surrounding flood plain, which were poorly drained swamp lands prior to reclamation. -
Decision-Making Chronology for the Lake Pontchartrain & Vicinity
DECISION-MAKING CHRONOLOGY FOR THE LAKE PONTCHARTRAIN & VICINITY HURRICANE PROTECTION PROJECT FINAL REPORT FOR THE HEADQUARTERS, U.S. ARMY CORPS OF ENGINEERS SUBMITTED TO THE INSTITUTE FOR WATER RESOURCES OF THE U.S. ARMY CORPS OF ENGINEERS Douglas Woolley Leonard Shabman March 2008 ii Forward The one-two punch of Hurricanes Katrina and Rita in August and September of 2005 proved calamitous to a vast swath of the U.S. Gulf Coast across the States of Louisiana, Mississippi, Alabama, Florida, and Texas. While still offshore in the Gulf of Mexico, Hurricane Katrina’s 175 mph winds created the highest storm surge yet recorded at landfall in North America. Katrina’s storm surge overwhelmed many of the levees and floodwalls for greater New Orleans designed and constructed by the U.S. Army Corps of Engineers, collectively known as the Lake Pontchartrain & Vicinity Hurricane Protection Project (LP&VHPP). The result was a human tragedy—more than 1,600 people killed or missing and presumed dead, with over 1,250 confirmed deaths in Louisiana alone. In economic terms, the flooding from Katrina represents the costliest natural disaster in U.S. history. Direct flood damages to residential, non-residential, and public properties and infrastructure in greater New Orleans approached $28 billion, with further indirect economic effects and long- lasting socio-economic disruption to the region. In the immediate aftermath of the tragedy, the Secretary of Defense directed that that Army enlist the National Academy of Sciences to conduct a thorough review of the engineering aspects of the performance of the levees and floodwalls in place in New Orleans on August 29, 2005.