Misplaced Pages

Orleans Levee Board

Article snapshot taken from Wikipedia with creative commons attribution-sharealike license. Give it a read and then ask your questions in the chat. We can research this topic together.

From 1890 through 2006, the Orleans Levee Board (OLB) was the body of commissioners that oversaw the Orleans Levee District (OLD) which supervised the levee and floodwall system in Orleans Parish, Louisiana . The role of the OLB changed over time. Prior to Hurricane Betsy in 1965, the OLB developed land and sold it to raise money to build and improve flood protection levees. After Betsy, Congress passed the Flood Control Act of 1965 which directed the Army Corps of Engineers to design and build the hurricane flood protection system enveloping New Orleans. Owing to the 1965 legislation, the OLB's duties were limited to collecting the 30% cost share for project design and construction, and to maintaining and operating completed flood protection structures.

#475524

86-889: In the wake of the 2005 levee failures in Greater New Orleans , two new regional flood protection authorities were created to replace the OLB as well as the East Jefferson Levee Board and the Lake Borgne Levee Board (St. Bernard Parish). Most of the OLD now falls under the jurisdiction of the Southeast Louisiana Flood Protection Authority - East , charged with operation and maintenance of all flood-protection infrastructure for Greater New Orleans on

172-464: A 30% margin over the maximum design load. A doubling of strength would be a more typical margin for highway bridges, dams, off-shore oil platforms and other public structures. There were also indications that substandard concrete may have been used at the 17th Street Canal. In August 2007, the Corps released an analysis revealing that their floodwalls were so poorly designed that the maximum safe load

258-664: A 42-page letter to the American Society of Civil Engineers (ASCE) submitted by Dr. Ray M. Seed, co-chair of the ILIT study. Dr. Seed described an early intentional plan by the Corps of Engineers to hide their mistakes in the New Orleans flooding after Katrina and to intimidate anyone who tried to intervene. All of this was done with the help and the complicity of some at the ASCE, according to Dr. Seed. Investigators focused on

344-556: A bombing. Louisiana Scandals Earl K. Long Democratic Sam H. Jones Democratic The 1940 Louisiana gubernatorial election was held in two rounds on January 16 and February 20, 1940. Like most Southern states between the Reconstruction Era and the Civil Rights Movement , Louisiana 's Republican Party was virtually nonexistent in terms of electoral support. This meant that

430-668: A brief period of overtopping (southeast breach of the Industrial Canal) caused scouring or erosion of the earthen levee walls. In April 2007, the American Society of Civil Engineers issued its report and determined the flooding of New Orleans to be "the worst engineering catastrophe in US History." There were 28 reported failures in the first 24 hours and over 50 were reported in the ensuing days. Before dawn on Monday August 29, 2005, waves overtopped and eroded

516-617: A design failure. He also testified that the U.S. Army Corps of Engineers did not know of this mechanism of failure prior to August 29, 2005. The claim of ignorance is refuted by the National Science Foundation investigators hired by the Army Corps of Engineers , who point to a 1986 study (E-99 study) by the corps itself that such separations were possible in the I-wall design. Nearly two months later, on June 1, 2006,

602-575: A much larger second hole opened up in the Industrial Canal just south of the initial breach. Floodwaters from the two breaches combined to submerge the entire historic Lower Ninth Ward in over 10 feet of water. Between 7 and 8:00 am, the west side of the London Avenue Canal breached, in addition to the east side, and flooded the adjacent mixed-race neighborhood of homeowners. The Orleans Avenue Canal midway between

688-592: A navigation channel, built and maintained by the Corps of Engineers. A June 2007 report by the American Society of Civil Engineers in peer review panel concluded that the flooding in the Lakeview neighborhood (from the 17th Street Canal) and the Gentilly neighborhood (from the London Avenue Canal) was due to two engineering oversights. The engineers responsible for the design of the canal levees and

774-501: A super levee for the protection of the northern perimeter of the city. The airport was originally named "Shushan Airport" after Orleans Levee Board president Abraham Lazar Shushan; it was renamed "New Orleans Airport" after Shushan's indictment for corruption in the Louisiana Scandals of the late 1930s. Governor Jimmie Davis , in his second term from 1960 to 1964, named the New Orleans attorney Gerald J. Gallinghouse as

860-559: A surge barrier was built east of the city to prevent water from entering the city from the Gulf of Mexico. Ultimately, the system’s price tag rose to 14.5 billion dollars. The strength of Hurricane Ida on August 29, 2021––exactly 16 years later––forced a considerable amount of water towards New Orleans and the system performed as designed. The surge heights and direction of the surge was different than in Hurricane Katrina and it

946-421: Is noted that the mayor of New Orleans did not order a mandatory evacuation. Nonetheless, realizing that there needed to be more updates and changes, the U.S. Army Corps of Engineers requested $ 3.2 billion from Congress in the fall 2021 to ensure that they could continue to provide 100-year level of hurricane protection through 2073. Nation of Islam leader Louis Farrakhan among other public figures claimed

SECTION 10

#1732772326476

1032-589: Is only 7 feet (2.1 m) of water, which is half the original 14-foot (4.3 m) design. A report released in August 2015 in the official journal of the World Water Council concluded the following: "...What is evident from the project record is that the Army Corps of Engineers recommended raising the canal floodwalls for the 17th Street Canal, but recommended gated structures at the mouths of

1118-477: Is the agency responsible for design and construction of flood protection projects, to include those in Greater New Orleans. The local interests' role was maintenance once the projects were complete. Also that year, Congress authorized the Lake Pontchartrain and Vicinity Hurricane Protection Project (LPVHPP) which reiterated the principle of local participation in federally funded projects. The project

1204-468: The 17th Street and London Avenue canals, where evidence showed they were breached even though water did not flow over their tops, indicating a design or construction flaw. Eyewitness accounts and other evidence show that levees and flood walls in other parts of the city, such as along the Industrial Canal, were topped by floodwaters first, then breached or eroded. A preliminary report released on November 2, 2005, carried out by independent investigators from

1290-537: The Great Mississippi Flood of 1927 to set off 30 tons of dynamite on the levee at Caernarvon, Louisiana which eased pressure on levees at New Orleans but flooded St. Bernard Parish , the Ninth Ward taking the brunt of the city's flooding during Hurricane Betsy , the general disenfranchisement of blacks and lower-class people, and the similarity of the sound of the levees collapsing to that of

1376-566: The Great Mississippi Flood of 1927 , United States Congress passed the Flood Control Act of 1928 which authorized the Corps of Engineers to design and construct flood control structures, along with levees, on the Mississippi River to protect populated areas from floods. It also affirmed the principle of local participation in federally funded projects but acknowledged that the $ 292 million already spent by local interests

1462-569: The Mississippi River . The Orleans Levee Board ceased to exist on January 1, 2007. The new regional flood-protection authorities assumed control of the Board's flood-protection infrastructure. Lakefront Airport , the marinas (except for the city-owned Municipal Yacht Harbor), Lakeshore Drive, and the lakefront park system (except for West End Park, administered by New Orleans' Parks and Parkways Department) are now operated and maintained by

1548-639: The Mississippi River-Gulf Outlet Canal ("MR-GO") in Saint Bernard Parish , flooding the entire parish and the East Bank of Plaquemines Parish . The original residents of New Orleans settled on the high ground along the Mississippi River. Later developments eventually extended to nearby Lake Pontchartrain, built upon fill to bring them above the average lake level. Navigable commercial waterways extended from

1634-801: The National Oceanic and Atmospheric Administration , the South Florida Water Management District , Harris County Flood Control District (Houston, TX), the United States Department of Agriculture , and the United States Bureau of Reclamation as well as those from USACE. IPET's final findings indicated that, With the exception of four foundation design failures, all of the major breaches were caused by overtopping and subsequent erosion. Reduced protective elevations increased

1720-556: The U.S. Senate Committee on Homeland Security and Governmental Affairs on November 2, 2005, and generally confirmed the findings of the preliminary investigations. On September 28, 2005, the Government Accountability Office testified before the House Subcommittee on Energy and Water Development, Committee on Appropriation. The report cited the Flood Control Act of 1965 legislation which

1806-538: The University of California, Berkeley and the American Society of Civil Engineers (ASCE) stated that many New Orleans levee and flood wall failures occurred at weak-link junctions where different levee or wall sections joined together. This was not supported by later final studies. A forensic engineering team from the Louisiana State University , using sonar, showed that at one point near

SECTION 20

#1732772326476

1892-622: The University of California, Berkeley , a surge of water estimated at 24 feet (7 m), about 10 feet (3 m) higher than the height of the levees along the city's eastern flank, swept into New Orleans from the Gulf of Mexico , causing most of the flooding in the city. He said that storm surge from Lake Borgne traveling up the Intracoastal Waterway caused the breaches on the Industrial Canal. Aerial evaluation revealed damage to approximately 90% of some levee systems in

1978-465: The levees and flood walls protecting New Orleans, Louisiana , and its suburbs following passage of Hurricane Katrina . The failures caused flooding in 80% of New Orleans and all of St. Bernard Parish . In New Orleans alone, 134,000 housing units—70% of all occupied units—suffered damage from Hurricane Katrina and the subsequent flooding. When Katrina's storm surge arrived, the hurricane protection system, authorized by Congress forty years earlier ,

2064-510: The 17th Street Canal and the London Avenue Canal, engineered to the same standards, and presumably put under similar stress during the hurricane, survived intact due, in part, to the presence of an unintended 100-foot-long ‘spillway,’ a section of legacy wall that was significantly lower than the adjacent floodwalls. In September 2022, the Associated Press issued a style guide change to Katrina stating that reporters when writing about

2150-488: The 17th Street Canal breach, the piling extends just 10 feet (3.0 m) below sea level, 7 feet (2.1 m) shallower than the Corps of Engineers had maintained. "The Corps keeps saying the piles were 17 feet, but their own drawings show them to be 10 feet, Ivor van Heerden said. "This is the first time anyone has been able to get a firm fix on what's really down there. And, so far, it's just 10 feet. Not nearly deep enough." The two sets of November tests conducted by

2236-552: The 17th Street Canal were "destined to fail" from bad Corps of Engineers design, saying in part, "that miscalculation was so obvious and fundamental," investigators said, they, "could not fathom how the design team of engineers from the Corps, local firm Eustis Engineering, and the national firm Modjeski and Masters could have missed what is being termed the costliest engineering mistake in American history." Dr. Robert Bea, chair of an independent levee investigation team, has said that

2322-590: The 2005 storm "…stands apart not just for the enormity of the losses, but for the ways in which most of the deaths occurred." The same NHC report also revised the total damage estimate keeping Hurricane Katrina as the costliest storm ever––$ 190 billion according to NOAA's National Centers for Environmental Information. There were six major breaches in the city of New Orleans itself (the Orleans parish , as compared to Greater New Orleans which comprises eight parishes): Storm surge caused breaches in 20 places on

2408-404: The Corps of Engineers and LSU researchers used non-invasive seismic methods. Both studies understated the length of the piles by about seven feet. By December, seven of the actual piles had been pulled from the ground and measured. The Engineering News Record reported on December 16 that they ranged from 23' 3 1/8" to 23' 7 7/16" long, well within the original design specifications, contradicting

2494-646: The East Bank of the Mississippi River . The Southeast Louisiana Flood Protection Authority - West possesses the same metro-wide jurisdiction for the West Bank of the Mississippi, and it includes that portion of the Orleans Levee District on the West Bank (i.e., Algiers ). After Katrina, it was widely believed that this different form of levee board governance might be more appropriate for a major marine terminal like New Orleans. Nevertheless,

2580-535: The I-walls embedded in them overestimated the soil strength, meaning that the soil strength used in the design calculations was greater than what actually existed under and near the levee during Hurricane Katrina. "The engineers made an unconservative (i.e., erring toward unsafe) interpretation of the data: the soil below the levee was actually weaker than that used in the I-wall design" (ASCE: External Review Panel, pg 48). Another critical engineering oversight that led to

2666-510: The Industrial Canal (east side south and west side) was overtopping of levees and floodwalls by the storm surge. The primary mechanism of failure for levees protecting eastern New Orleans was the existence of sand in 10% of places instead of thick Louisiana clay. The primary mechanism of failure for the levees protecting St. Bernard Parish was overtopping due to negligent maintenance of the Mississippi River Gulf Outlet,

Orleans Levee Board - Misplaced Pages Continue

2752-594: The Interagency Performance Evaluation Task Force (IPET) to "provide credible and objective scientific and engineering answers to fundamental questions about the performance of the hurricane protection and flood damage reduction system in the New Orleans metropolitan area. IPET consisted of independent and recognized experts from the Universities of Maryland , Florida , Notre Dame , and Virginia Polytechnic Institute ,

2838-830: The Long programs, including teacher salary increases and a new old-age pension. Earl Long made use of the Louisiana Progress newspaper he had inherited from his brother, as well as state publications like the Louisiana Conservation Review. He also made extensive speaking tours throughout the state's rural areas, making colorful attacks on the big-city newspapers and calling Jones a tool of corporate interests. Jones got most of his funding from wealthy 'good-government' supporters, while Long's funding came from state employee deductions, oil and gas companies, and contributions from organized crime . After

2924-482: The Louisiana State Division of Administration. Investigative studies completed after the legislation's passage revealed no causal link between the pre-Katrina levee districts and the flooding. The most recent article about the breach event, published in 2015 by Water Policy, the official journal of the World Water Council concluded: "...we have not uncovered any information that would suggest that

3010-747: The Mississippi River-Gulf Outlet levees. At about 5:00 am, a 30-foot section of floodwall, called a "monolith," on the east side of the Inner Harbor Navigation Canal (known locally as the Industrial Canal ), breached and released flood water into the adjacent Lower Ninth Ward, a dense lower to middle class neighborhood of primarily black homeowners. By 6:30 a.m. CDT , levees along the Gulf Intracoastal Waterway, lining

3096-566: The National Hurricane Center (NHC) updated the Katrina fatality data based on Rappaport (2014). The new toll reduced the number by about one quarter from an estimated 1,833 to 1,392. The Rappaport analysis wrote that the 2005 storm “…stands apart not just for the enormity of the losses, but for the ways in which most of the deaths occurred.” The same NHC report also revised the total damage estimate keeping Hurricane Katrina as

3182-473: The New Orleans–based design firm Modjeski and Masters could have followed correct procedures in calculating safety factors for the flood walls. He added, however, that design procedures of the Corps may not account for changes in soil strength caused by the changes in water flow and pressure during a hurricane flood. Dr. Bea has also questioned the size of the design safety margins. He said the corps applied

3268-422: The OLD reclaimed a portion of Lake Pontchartrain , a 24-mile wide lake north of New Orleans. The OLD developed the land and sold it to raise money to build and improve levees. Starting in the 1920s, the Board undertook a massive flood-protection initiative involving the construction of a stepped seawall several hundred feet north of a portion of the existing south shore of Lake Pontchartrain . The intervening area

3354-547: The Orleans Levee Board found itself at the center of the greatest crisis ever to face the city of New Orleans. Multiple levee and floodwall breaches in the Industrial Canal , the 17th Street Canal , and the London Avenue Canal resulted in the flooding of 80% of the city. The flood is believed to have directly caused over 1,400 deaths; destroyed or severely damaged homes, businesses, and property in

3440-644: The Orleans and London Avenue Canals because the latter plan was less expensive. The OLB convinced Congress to pass legislation that required the Corps to raise the floodwalls for all three canals. Furthermore, the Corps, in a separate attempt to limit project costs, initiated a sheet pile load test (E-99 Study), but misinterpreted the results and wrongly concluded that sheet piles needed to be driven to depths of only 17 feet (1 foot ¼ 0.3048 meters) instead of between 31 and 46 feet. That decision saved approximately US$ 100 million, but significantly reduced overall engineering reliability..." According to Professor Raymond Seed of

3526-743: The September 11 terrorist attacks and after the BP Oil Spill in the Gulf. The only federally ordered study was convened and managed by the Army Corps of Engineers, the federal agency responsible for the flood protection's performance. A major independent study was conducted by the University of California at Berkeley. A second major study was sponsored by the Louisiana Department of Transportation led by Ivor van Heerden at Louisiana State University. Studies were also done by FEMA,

Orleans Levee Board - Misplaced Pages Continue

3612-574: The USACE convened and managed the study and also chose and directly compensated its peer review team. The groups point out that eighty percent of the participants in IPET either worked for the Corps of Engineers or its sister agency, the Engineer Research and Development Center . The top three leaders all were Corps employees or past employees. The credibility of the IPET was also challenged in

3698-412: The USACE issued their first draft report which states that "the storm exceeded design criteria, but the performance was less than the design intent." The final report was issued June 2009. The E-99 study is addressed again in a report released in August 2015 by J. David Rogers et al., who concluded that a misinterpretation of the 1986 study occurred apparently because the Corps had draped a tarpaulin over

3784-658: The aftermath of the Great Mississippi Flood of 1927 , the U.S. Congress gave the United States Army Corps of Engineers supervision and control over the design and construction of flood-control infrastructure throughout the Mississippi River Valley . In 1934, New Orleans Lakefront Airport opened on land dredged from Lake Pontchartrain by the Levee Board, part of a larger "lakefill" land-reclamation project initiated to construct

3870-584: The amount of overtopping, erosion, and subsequent flooding, particularly in Orleans East. The structures that ultimately breached performed as designed, providing protection until overtopping occurred and then becoming vulnerable to catastrophic breaching. The levee-floodwall designs for the 17th Street and London Avenue Outfall Canals and the northeast breach of the IHNC were inadequate due to steel sheet-pilings driven to depths that were too shallow. In four cases

3956-413: The area of the 17th Street Canal breach showed a layer of peat starting at about 30 feet (9.1 m) below the surface, and ranging from about 5 feet (1.5 m) to 20 feet (6.1 m) thick. Engineers misjudged the strength of the peat which is from the remains of the swamp on which some areas of New Orleans (near Lake Pontchartrain ) in the 20th century were built. The shear strength of this peat

4042-424: The city, several monoliths failed on the mighty 17th Street Canal. A torrent of water blasted into Lakeview, a mainly white middle class neighborhood of homeowners. Local fire officials reported the breach. An estimated 66% to 75% of the city was now under water. The Duncan and Bonnabel Pumping Stations were also reported to have suffered roof damage, and were non-functional. At approximately 7:45 a.m. CDT ,

4128-482: The costliest storm ever––$ 190 billion according to NOAA’s National Centers for Environmental Information. In September 2022, the Associated Press issued a style guide change to Katrina stating that reporters when writing about the storm in New Orleans should note that “…levee failures played a major role in the devastation in New Orleans. In some stories, that can be as simple as including a phrase about Hurricane Katrina’s catastrophic levee failures and flooding….” After

4214-477: The early report of short pilings. They also found that homeowners along the 17th Street Canal, near the site of the breach, had been reporting their front yards flooding from persistent seepage from the canal for a year prior to Hurricane Katrina to the Sewerage and Water Board of New Orleans. However, no data exists confirming that the water was coming from the canal. Other studies showed the levee floodwalls on

4300-574: The east bank of the Mississippi River about 50 miles (80 km) south of New Orleans in order to build the Bohemia Spillway between the River and the Gulf of Mexico . ( 1924 La. Acts 99 ). Approximately half of this land was public property transferred from the state; the other half was either expropriated, or purchased under threat of expropriation, from private owners according to a legal finding. ( 1928 La. Acts 246; 1942 La. Acts 311 ). In

4386-515: The east which should have protected St. Bernard Parish . On October 19, 2005, Defense Secretary Donald Rumsfeld announced that an independent panel of experts, under the direction of the National Academy of Sciences , would convene to evaluate the performance of the New Orleans levee system, and issue a final report in eight months. The panel would study the results provided by the two existing teams of experts that had already examined

SECTION 50

#1732772326476

4472-435: The factor of safety to approximately one: a condition of incipient failure.” (ASCE: External Review Panel, pg 51) This meant that the design included a safety factor of 30% ("1.3"), and could cope in theory with stresses 30% more than expected, but the error due to the water gap was about 30%, which immediately used up the entire safety margin, leaving no leeway in the design if any other excess stress occurred. Soil borings in

4558-413: The failure of the 17th Street Canal involves not taking into account the possibility of a water-filled gap which turned out to be a very important aspect of the failures of the I-walls around New Orleans. “Analysis indicate that, with the presence of a water-filled gap, the factor of safety is about 30 percent lower. Because a factor of safety of 1.3 was used for design, a reduction of 30 percent would reduce

4644-430: The first round of voting, Noe endorsed Jones after the two struck a deal in which the 'good-government' Jones promised Noe half of the state's patronage appointments in exchange for his support. Long called a special session of the legislature to pass several spending increases for social programs and some reform bills in an effort to influence runoff voters. But Long refused to include a pay raise for teachers, alienating

4730-665: The following: Nationwide assessment of levees, First-ever National Levee Safety Act, National Flood Risk Management Program, Reform of the Army Corps of Engineers and Changes in Levee Building by the Corps. Since sixty-two percent of American people lives in counties protected by levees, these changes to national policy can be interpreted as making the majority of the national population safer. 2005 levee failures in Greater New Orleans On Monday, August 29, 2005, there were over 50 failures of

4816-471: The gap that formed between the bases of the deflecting sheet piles and the soil in which they were embedded, so they did not see the gap. The tarpaulin was there for safety and to stop water that would seep through the interlocks. Failure to include the gap in interpretation of the test results introduced unconservatism in the final designs based on these tests. It allowed the use of shorter sheet piles, and reduced overall flood protection reliability. Following

4902-640: The insurance industry, the National Research Council, the National Institute of Standards and Technology, and the Katrina Consolidated Lawsuit. All studies basically agreed on the engineering mechanisms of failure. The primary mechanisms of failure at the 17th Street Canal, London Avenue Canal and Industrial Canal (east side north) were improper design of the canal floodwalls. The failure mechanism for

4988-497: The issue of whether the commissioners of the OLB Engineering Committee acted incompetently or negligently regarding the catastrophic flooding of August 2005 has not been conclusively demonstrated or proven. The pre-Katrina Orleans Levee District (OLD), governed by the Orleans Levee Board (OLB), owned considerable assets, mainly real estate, a peculiarity that stems from its history. The Orleans Levee District

5074-425: The lake to downtown. After 1940, the state decided to close those waterways following the completion of a new Industrial Canal for waterborne commerce, which opened in 1923. Closure of the waterways resulted in a drastic lowering of the water table by the city's drainage system, causing some areas to settle by up to 8 feet (2 m) due to the compacting and desiccation of the underlying organic soils. After

5160-599: The levee failures belongs to the corps. Nonetheless, in the context of haste and confusion, seven weeks after the breach event, there were calls for the elimination of the Orleans Levee Board and other local boards. During a special session of the Louisiana Legislature , a bill submitted by Sen. Walter Boasso (D-Arabi) was passed into law, which consolidated the levee boards of various parishes within Greater New Orleans . The new legislation

5246-612: The levee failures during Hurricane Katrina, the Bush administration ordered that the levee system be rebuilt by the US Army Corps of Engineers to protect the city from a 100-year storm. Gates and auxiliary pumps were added to the mouths of the three major drainage canals as well as the Inner Harbor Navigation Channel to prevent water from entering the heart of the city from Lake Pontchartrain. In addition,

SECTION 60

#1732772326476

5332-459: The levee failures were not due to natural forces beyond intended design strength, Lt. Gen. Carl Strock testified before the U.S. Senate Subcommittee on Energy and Water that "the corps neglected to consider the possibility that floodwalls atop the 17th Street Canal levee would lurch away from their footings under significant water pressure and eat away at the earthen barriers below. We did not account for that occurring." Strock said it could be called

5418-407: The levee failures, the immediate assumption was that the OLD commissioners were not engaged in flood protection. This was reinforced by corps spokespersons who repeatedly told a story of local levee board officials who "forced" the corps to build the system that failed. As revealed in an August 2015 article in the official journal of the World Water Council , the story is untrue, and responsibility for

5504-657: The levee failures. The academy concluded that "the engineering of the levee system was not adequate. The procedures for designing and constructing hurricane protection systems will have to be improved, and the designing organizations must upgrade their engineering capabilities. The levees must be seen not as a system to protect real estate but as a set of dams to protect people. There must be independent peer reviews of future designs and construction." There were twenty (20) Senate and House Committee meetings on Hurricane Katrina between September 14, 2005, and February 2, 2006. Preliminary investigations and evidence were presented before

5590-404: The levees were dynamited to divert waters away from wealthy white areas. The conspiracy theory reached a United States House of Representatives committee investigating Katrina when a New Orleans community activist made the claim. According to the New Orleans Times Picayune this is an " urban myth ". Reasons for belief in these theories have been ascribed to the decision by city officials during

5676-418: The local sponsor, and its duties regarding flood protection were now limited to collecting 30% cost-share for project design and construction and maintaining the completed structures. Despite Congress's mandate that the Corps now had the authority to design/build flood protection, the OLB still retained extensive assets which had to be managed. After Hurricane Katrina, in a context of shock, chaos and confusion,

5762-401: The majority of the city. Investigations after the disaster revealed that the design of the levee and floodwall system, designed and built by the U.S. Army Corps of Engineers, had inadequate design and construction specifications. What is evident from the project record is that the Army Corps recommended raising the canal floodwalls for the 17th Street Canal, but recommended gated structures at

5848-434: The members of the OLB who served on the Engineering Committee or the OLD staff engineers behaved irresponsibly or in a manner that did not place the interests of the city residents at the forefront." The levee breach event was a pivotal moment in American history. The nation took a different path due to the flooding event. The myriad changes to national policy as a result of this lynchpin moment include, but are not limited to,

5934-647: The mouths of the Orleans and London Avenue Canals because the latter plan was less expensive. The OLB convinced Congress to pass legislation that required the Corps to raise the floodwalls for all three canals. Furthermore, the Corps, in a separate attempt to limit project costs, initiated a sheet pile load test (E-99 Study), but misinterpreted the results and wrongly concluded that sheet piles needed to be driven to depths of only 17 feet (1 foot 1 ⁄ 4 0.3048 meters) instead of between 31 and 46 feet. That decision saved approximately $ 100 million, but significantly reduced overall engineering reliability. On January 4, 2023,

6020-454: The president of the levee board. In that capacity, Gallinghouse delivered more than 300 speeches warning of the need to be prepared for weather disasters, another of which was on its way, Hurricane Betsy . After extensive flooding during Hurricane Betsy in 1965, Congress ordered the U.S. Army Corps of Engineers henceforth to design and build flood protection in the Lake Pontchartrain and Vicinity Hurricane Protection Project . The OLB became

6106-493: The primary cause of the flooding was inadequate design and construction by the Army Corps of Engineers. In April 2007, the American Society of Civil Engineers termed the flooding of New Orleans as "the worst engineering catastrophe in US History." On January 4, 2023, the National Hurricane Center (NHC) updated the Katrina fatality data based on Rappaport (2014). The new toll reduced the number by about one quarter from an estimated 1,833 to 1,392. The Rappaport analysis wrote that

6192-399: The south side of New Orleans East, overtopped and breached. The surge flooded the primarily middle to upper class Black region. On the west edge of New Orleans, between 6 and 7:00 am, a monolith on the east side of the London Avenue Canal failed and allowed water over 10 feet deep into Fillmore Gardens, a mostly Black middle class neighborhood. At about 6:30 a.m., on the western edge of

6278-406: The storm in New Orleans should note that “…levee failures played a major role in the devastation in New Orleans. In some stories, that can be as simple as including a phrase about Hurricane Katrina’s catastrophic levee failures and flooding….” In the ten years following Katrina, over a dozen investigations were conducted. There was no federally ordered independent commission like those ordered after

6364-431: The structures failed catastrophically prior to water reaching design elevations. A significant number of structures that were subjected to water levels beyond their design limits performed well. Typically, in the case of floodwalls, they represented more conservative design assumptions and, for levees, use of higher quality, less erodible materials. In 2007, the IPET's credibility was challenged as lacking credibility since

6450-459: The two Democratic Party primaries held on these dates were the real contest over who would be governor . The election resulted in the narrow defeat of Earl K. Long and the election of Sam H. Jones as governor of Louisiana on a reform platform. The focus of the campaign was the ongoing 'Louisiana Scandals' which implicated former governor Richard W. Leche – and by extension Earl K. Long – in widespread corruption. Jones's main campaign focus

6536-521: The wall and in the peat layer. Water moved through the soil underneath the base of the wall. When the rising pressure and moving water overcame the soil's strength, it suddenly shifted, taking surrounding material – and the wall – with it." The Federal study was initiated in October 2005, by Lt. Gen. Carl Strock, Chief of Engineers and the Commander of the Corps of Engineers; he established

6622-501: Was a moralistic crusade against corruption, and the state's newspapers featured him in overwhelmingly positive coverage. Behind the scenes, though, Jones enlisted the aid of veteran politicos who were themselves implicated in questionable dealings. He refused to criticize Huey Long, saying that "I am not running against a dead man. I am running against a gang of rascals as live as any gang that ever lived, and I'm running to clean out every one of them." Jones also promised to expand some of

6708-428: Was between 60–90% complete. Responsibility for the design and construction of the levee system belongs to the United States Army Corps of Engineers , while responsibility for maintenance belongs to the local levee districts. Six major investigations were conducted by civil engineers and other experts in an attempt to identify the underlying reasons for the failure of the federal flood protection system. All concurred that

6794-468: Was created by the Louisiana legislature in 1890 for the purpose of protecting the low-lying city of New Orleans from floods. At that time, communities along the Mississippi River were largely in charge of creating their own levees to protect themselves, as no unified levee system existed. Most neighboring parishes had (and some still have) similar parochial levee boards. In the early twentieth century,

6880-471: Was enacted in response to losses exceeding $ 1 billion (including multiple levee failures) during Hurricane Betsy . Congress directed the corps, from then forward, to be responsible for design and construction of the hurricane flood protection system enveloping New Orleans. The Orleans Levee District retained the role of maintenance and operations once the projects were complete. On April 5, 2006, months after independent investigators had demonstrated that

6966-492: Was filled to several feet above sea level and was to serve as a "super levee" protecting the city from the Lake's storm surge . The Lake Vista , Lake Oaks , Lake Terrace , East and West Lakeshore subdivisions and other property between Allen Toussaint Blvd and Lake Pontchartrain are all examples of the OLB's developed properties. In 1924, the state legislature authorized the OLB to acquire 33,000 acres (130 km) of land on

7052-414: Was found to be very low and it had a high water content. According to Robert Bea , a geotechnical engineer from the University of California, Berkeley , the weak soil made the floodwall very vulnerable to the stresses of a large flood. "At 17th Street, the soil moved laterally, pushing entire wall sections with it. ... As Katrina's storm surge filled the canal, water pressure rose in the soil underneath

7138-635: Was impracticable to construct levees." 33 U.S.C. § 702c. Section 702c is sometimes referred as "Section 3 of the act," based on where it appears in the Public law. Heavy flooding caused by Hurricane Betsy in 1965 brought concerns regarding flooding from hurricanes to the forefront. In response, the Congress passed the Flood Control Act of 1965 which mandated that henceforth, the Corps of Engineers

7224-442: Was initially estimated to take 13 years, but when Katrina struck in 2005, almost 40 years later, the project was only 60–90% complete with a revised projected completion date of 2015. On August 29, 2005, flood walls and levees catastrophically failed throughout the metro area. Some collapsed well below design thresholds (17th Street and London Avenue Canals and also the northeast breach of the Industrial Canal). Others collapsed after

7310-406: Was intended to (1) remove distractions, (2) replace parochial flood control with regional flood control, and (3) require commissioners to have professional expertise including hydrology, construction engineering and civil engineering. The law created two new regional levee boards, Southeast Louisiana Flood Protection Authority-East and Southeast Louisiana Flood Protection Authority-West, separated by

7396-551: Was sufficient to cover local participatory costs. It is instructive to note that, in addition, sovereign immunity was given to the Corps of Engineers under Section 3 of the Flood Control Act of 1928, which states “no liability of any kind would attach or rest upon the United States for any damage from or by floods or flood waters at any place, provided that if on any stretch of the banks of the Mississippi River it

#475524