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Upstream Addicks and Barker Dams
In the United States Court of Federal Claims Sub-Master Docket No. 17-9001L (Filed: December 17, 2019) ********************************** ) IN RE UPSTREAM ADDICKS AND ) Post-trial decision; government-induced BARKER (TEXAS) FLOOD- ) flooding on private property; application of CONTROL RESERVOIRS ) factors identified in Arkansas Game & ) Fish; liability for a taking of a flowage ********************************** ) easement THIS DOCUMENT APPLIES TO: ) ) ALL UPSTREAM CASES ) ) ********************************** ) Daniel H. Charest and E. Lawrence Vincent, Burns Charest LLP, Dallas, Texas, Charles Irvine, Irvine & Conner PLLC, Houston, Texas, and Edwin Armistead Easterby, Williams Hart Boundas Easterby, LLP, Houston, Texas, Co-Lead Counsel for Upstream Plaintiffs. With them at trial were Vuk. S. Vujasinovic, VB Attorneys, PLLC, Houston Texas, Lawrence G. Dunbar, Dunbar Barder, P.L.L.C., Houston, Texas, Jack E. McGehee, McGehee, Chang, Barnes, Landgraf, Houston, Texas, Michael J. Dulaney, Sullins, Johnson, Rohrbach & Magers, Houston, Texas, Lydia A. Wright, Burns Charest LLP, Dallas, Texas, Mary Conner, Irvine & Conner, LLC, Houston, Texas, Kyril V. Talanov, Houston, Texas, and Hilary S. Greene, Houston, Texas. William Shapiro, Trial Attorney, Environmental & Natural Resources Division, United States Department of Justice, Sacramento, California, for defendant. With him at trial and on the briefs were Kristine S. Tardiff, Laura W. Duncan, Sarah Izfar, Jessica Held, Bradley L. Levine, David L. Dain, and Mayte SantaCruz, Trial Attorneys, Environmental -
The Shape of Things to Come: Houston Storm Water Management Post-Harvey
The Shape of Things to Come: Houston Storm Water Management Post-Harvey John S. Grounds, III, PhD, PE, CFM, D.WRE Vice President, Director of Water Resources November 26, 2018 The Shape of Things to Come: Houston Storm Water Management Post-Harvey Hurricane Harvey has proven to be an historic event on many fronts. While the scale and breadth of destruction from the record rainfall cannot be understated, Harvey demonstrated widespread failures of a system intended to protect the fourth most populous city in the country. Numerous public and private entities are looking ahead to rebuilding and fostering new development in the most “flood-proof” ways possible. Changes to the way data is gathered and used for floodplain mapping was underway prior to Harvey, specifically Atlas 14, which is a compendium of precipitation-frequency estimates by region. What will be the impact of these changes on Houston’s floodplains? How are the regulatory agencies changing design and analysis criteria and building codes? What are the resulting implications? What will adoption of these changes mean for jurisdictional bodies? Read on for a current assessment of possible changes, and how they could drastically change Houston’s landscape. “WHILE REDUCING RISK IS POSSIBLE, ELIMINATING RISK IS NOT.”: HOUSTON’S HISTORY WITH STORM WATER MANAGEMENT The Allen brothers landed in Houston in 1832 where White Oak Bayou meets Buffalo Bayou, on the northern edge of present day downtown. The first steam ship arrived in Houston from Galveston Bay in 1837. By 1840 an accumulation of sunken ships along that stretch of Buffalo Bayou made access to downtown so challenging that a $2,000 taxpayer-funded program began removing the wrecks. -
Buffalo Bayou Community Plan Lit Tle Cyp Res S 1960 Upper Cypress Creek G a Watershed Rn E
S p ri ng C re ek k Sp e ring re C C re 2920 e w k Will o 99 Buffalo Bayou Community Plan Lit tle Cyp res s 1960 Upper Cypress Creek G a Watershed rn e r Land protection, restoration, s shallow storage B Cypres ayo s C u ree k Greens Bayou Addicks Watershed G Retention, r e e creekside storage n s Addicks ReservoirWhite Oak Ba B Excavate y a o Ha y l o u ls B 75,000 acre feet ayo u C u a r p 99 e B n e t a e r r C Tunnel interceptors H s r u e B e to help reduce flooding 40-Foot n k t along Bualo Bayou in a g y Flood Tunnel 10,000 cfs B o a u y o u B u Barker Reservoir u o al y Excavate o B a 86,000 acre feet FLOOD PROTECTION PLAN COSTS ou Brays Bay Construct additional storage in the Cypress u Stream yo a 45 Reservoir boundary S B ¨¦§ Creek over�low/upper Addicks watershed $ 0.20 B i ms County Line Restore/offset Addicks storage capacity* $ 0.60 B ¤£90A Restore/offset Barker storage capacity* $ 0.90 B FEMA Flood Type )"288 Construct Buffalo Bayou Bypass Tunnel** $ 4.20 B * Provide storage to offset previously available volume Total Cost $ 6.00 B Floodway )"35 Mitigate/restore wetlands $ 0.10 B 100-year Floodplain ** on private property. Lower �lowline of reservoirs so that excavated areas drain by gravity to �lood tunnel. -
Drainage/Spring Creek Watershed Project
Proposal Prepared for: The Woodlands Township Drainage/Spring Creek Watershed Project (C-2017-0481) November 2017 Professional Engineering Services The Woodlands Township Drainage/Spring Creek Watershed Project C-2017-0481 TABLE OF CONTENTS 1 HISTORY OF THE FIRM .......................................................................................................................................................... 4 2 PROJECT MANAGEMENT TEAM & ORGANIZATIONAL CHART ............................................................................... 5 3 EXPERIENCE .............................................................................................................................................................................. 7 4 RESUMES ................................................................................................................................................................................... 13 5 PROJECT MANAGEMENT METHODOLOGY / APPROACH ......................................................................................... 13 5.1 Project Approach ........................................................................................................................................................................ 13 5.2 Project Management Methodology ........................................................................................................................................... 14 6 EXAMPLES OF SIMILAR PROJECTS ................................................................................................................................ -
Cypress Creek Watershed: Analysis of Flooding & Storage Options
CYPRESS CREEK WATERSHED: ANALYSIS OF FLOODING & STORAGE OPTIONS SSPEED Center - Rice University Texas Southern University May 2019 May 2019 Contributors Larry Dunbar, Rice University SSPEED Center Matt Garcia, Rice University SSPEED Center Andrew Juan, Rice University SSPEED Center Phil Bedient, Rice University SSPEED Center Definitions and Abbreviations AEP Annual Exceedance Probability - the probability of a storm event exceeding a particular flood level in one year. LID Low Impact Development 1 Cypress Creek Watershed: Analysis of Flooding & Storage Options GREATER HOUSTON FLOOD MITIGATION CONSORTIUM Since the devastating blow of Hurricane Harvey in the greater Houston region,local jurisdictions have taken a hard look at their flood preparedness, from regulations to structural projects, and regional level projects to site specific solutions. However, significant vulnerabilities remain. The Greater Houston Flood Mitigation Consortium convened after Hurricane Harvey to advance greater Houston’s resiliency and to ensure that all communities benefit from flood mitigation efforts. This independent collaborative of expert researchers and community advocates is committed to compiling, analyzing and sharing a rich array of data about flooding risk and mitigation opportunities; and translating this data into information to engage the public and help guide and support decision- makers at all levels as they direct the Houston region’s redevelopment. Consortium members are affiliated with local, regional and statewide universities, research centers and community organizations with deep expertise in hydrology, climate science, engineering, coastal resiliency, energy, community development and urban planning. Houston-based Huitt-Zollars, a planning, engineering and architectural firm, manages the consortium. The consortium is focusing its work on Harris County’s 22 watersheds, several of which extend to surrounding counties. -
Effects on Water Quality Due to Flood-Water Detention by Barker and Addicks Reservoirs, Houston, Texas
EFFECTS ON WATER QUALITY DUE TO FLOOD-WATER DETENTION BY BARKER AND ADDICKS RESERVOIRS, HOUSTON, TEXAS By Fred Liscum, R. L. Goss, and E. M. Paul U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 86-4356 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS Austin, Texas 1987 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information Copies of this report can be write to: purchased from: District Chief Books and Open-File Reports Section U.S. Geological Survey Western Distribution Branch 649 Federal Building U.S. Geological Survey 300 E. Eighth Street Box 25425, Federal Center Austin, TX 78701 Denver, CO 80225 II CONTENTS Page Abstract 1 Introduction 3 Description of study area 3 Purpose and scope 5 Study approach 5 Data collection 5 Data analysis 8 Description of water quality 16 Field measurements, biochemical oxygen demand, and bacteria 21 Physical and aesthetic properties 25 Major inorganic constituents and related properties 27 Nutrients and total organic carbon 30 Trace el ements 32 Pesticides and polychlorinated biphenyls 33 Effects on water quality due to flood-water detention 36 Variation of discharge-weighted average values for selected hydro!ogic events 37 Summary of events 37 Event of May 1-22, 1981 40 Barker Reservoir system 40 Addicks Reservoi r system 41 Summary 41 Statistical analysis of discharge-weighted average values 41 Variation of means, max i mums, and mini mums for selected constituents and properties 45 Summary and conclusions 51 References cited 57 Appendix A - Field measurements, biochemical oxygen demand, and bacteria 58 Appendix B - Physical and aesthetic properties 67 Appendix C - Major inorganic constituents and related properties 72 Appendix D - Nutrients and total organic carbon 82 Appendix E - Trace elements 88 Appendix F - Pesticides and polychlorinated biphenyls 89 III ILLUSTRATIONS Page Figure 1. -
Searching for the Original Meanders of Buffalo Bayou: Examination of Land Use and the Riparian Environment
Searching for the original meanders of Buffalo Bayou: examination of land use and the riparian environment Thomas Helm, Consultant Geologist Presented to the Urban Riparian Symposium, February 16-17 2017 Location of Buffalo Bayou, Houston, Texas area, Harris, Fort Bend, Waller counties, 2016 fluvial estuarine Generalized diagram of a meandering river and associated landforms. Image source: www.geocaching.com Why search for old meanders? • Document existence and maintain knowledge of original meander pattern to understand local and regional fluvial dynamics, and how these have changed over time with urban development • Identify structural controls on original drainage patterns, interpretations of geological faults and shear zones, locations of unstable fill materials, hazard mitigation for planning and development both on public and private land • Preservation of wildlife habitat and natural water detention capacity - cutoff meanders are now oxbow lakes and wetlands, and serve as wildlife refuges and corridors • Remind the public that Buffalo Bayou is a “natural stream”, valuable asset, and wildlife habitat; document and share knowledge of what we’ve lost and what we have left; activate public support for protection of remaining connected meanders and green space methods • Focus on fluvial reaches of Buffalo Bayou (Katy area to downtown). • Interpret and compare/contrast channel morphologies on historical aerial and and modern satellite images, available on Google Earth. (Earliest vintage 1944.) • Compare historical topographic maps (available on USGS website) with modern landscapes. (Earliest vintage 1915.) Cross check with air photos. • Query literature in reference to geologic faulting patterns in Houston area. • Map and classify meander types in regard to degree of fill and connectivity. -
Houston Stronger Buffalo Bayou & Tributaries Resiliency Study And
Houston Stronger Buffalo Bayou & Tributaries Resiliency Study and Interim Report Alternative Review November 18, 2020 Houston Stronger, a coalition of associations and non-profits concerned with flood resiliency in the Houston Region, appreciates the opportunity to comment on the Buffalo Bayou and Tributaries Resiliency Study Interim Feasibility Report, released on October 2, 2020 (Interim Report) by the U.S. Army Corps of Engineers (USACE). The comments and analysis below were produced quickly and would benefit from further information and time. Houston Stronger restates its requests from October 19, 2020 and is not endorsing any alternative but is asking USACE to further evaluate its alternatives and other alternatives to address the comments below. Summary of Requests. Houston Stronger and the organizations whose logos appear on this letter (Houston Stronger) ask that, in response to comments on the Interim Report, USACE • Provide public access to all data and modeling before eliminating alternatives under consideration. • Focus on alternatives that provide quicker, scalable impacts and ecological and social benefits. • Optimize current government-owned land, minimize buyouts, and work closely with communities. • Study other alternatives recommended by Houston Stronger partner organizations. • Incorporate data and findings from studies performed by or on behalf of Harris County. • Initiate a separate flood risk reduction study of the Cypress Creek watershed. • Review whether the benefit-cost ratio (BCR) can effectively address flood -
Characterization of Peak Streamflows and Flood Inundation of Selected
Prepared in cooperation with the Federal Emergency Management Agency Characterization of Peak Streamflows and Flood Inundation of Selected Areas in Southeastern Texas and Southwestern Louisiana from the August and September 2017 Flood Resulting from Hurricane Harvey Scientific Investigations Report 2018–5070 U.S. Department of the Interior U.S. Geological Survey Front cover, Photograph showing the area where Townsen Boulevard intersects U.S. Highway 59, about 0.65 mile southwest of USGS streamflow-gaging station 08069500, West Fork San Jacinto River near Humble, Texas, August 30, 2017. Perspective of the photo is looking downstream, and the right flood plain of the West Fork San Jacinto River is shown. Photograph courtesy of Steve Fitzgerald, Harris County Flood Control District, used with permission. Back cover: Upper left, Photograph showing Addicks Reservoir looking upstream from top of dam with outlet works and lake station (USGS 08073000, Addicks Reservoir near Addicks, TX), August 29, 2017. Addicks Reservoir is a flood-control reservoir for the City of Houston, and its spillway is located about 12 miles north of Sugar Land, Texas. Photograph by Robert Ellis, Hydrologic Technician with the U.S. Geological Survey Gulf Coast Texas Program Office in Houston, Texas. Upper right, Photograph showing Addicks Reservoir looking upstream from top of dam with outlet works and lake station (USGS 08073000, Addicks Reservoir near Addicks, TX), April 6, 2018. Addicks Reservoir is a flood-control reservoir for the City of Houston, and its spillway is located about 12 miles north of Sugar Land, Texas. Photograph by Tom Pistillo, Hydrologic Technician with the U.S. Geological Survey Gulf Coast Texas Program Office in Houston, Texas. -
Original Filed
Receipt number CFC 100003275 Case 1:17-cv-01277-PEC Document 1 Filed 09/15/17 Page 1 of 15 ORIGINAL FILED SEP 15 ~17 UNITED STATES COURT OF FEDERAL CLAIMS U.S. COURT OF FEDERAL CLAIMS Christina Micu and all others § similarly situated § Plaintiffs, § § v. § L § The United States of America § Defendant. § CLASS ACTION COMPLAINT Christina Micu, appearing individually and on behalf of all persons similarly situated, who respectfully submit this Class Action Complaint against the United States of America, and avers as follows: INTRODUCTION 1. Between August 25th and August 29th, 2017, Tropical Storm Harvey hit Houston bringing with it rainfall over four days. Many parts of Harris County and Fort Bend Counties received up to fifty inches of rain. 2. Just as the federal government designed them to do, two large flood control reservoirs-Addicks & Barker Reservoirs-captured more than three- hundred and fifty thousand acre-feet of stormwater behind their dams to prevent flooding downstream on Buffalo Bayou and downtown Houston. 3. The earthen dams of Addicks and Barker each have spillways at fixed elevations-108 feet for Addicks, and 104 feet for Barker. They also have design pool elevations-115 feet for Addicks, and 106 feet for Barker. All land behind the dams and below these elevations is therefore designed to be inside the respective Rete- ed • ... FC 1 SEP t 5 2017 Case 1:17-cv-01277-PEC Document 1 Filed 09/15/17 Page 2 of 15 reservoirs, and is property that the federal government intends to be inundated for periods of time. -
HOUSTON at the CROSSROADS: RESILIENCE and SUSTAINABILITY in the 21St CENTURY
HOUSTON AT THE CROSSROADS: RESILIENCE AND SUSTAINABILITY IN THE 21st CENTURY Jim Blackburn, J.D. Professor in the Practice of Environmental Law, Department of Civil and Environmental Engineering, Rice University; Co-director, Severe Storm Prediction, Education and Evacuation from Disaster (SSPEED) Center; Faculty Scholar, Baker Institute April 2018 © 2018 by the James A. Baker III Institute for Public Policy of Rice University This material may be quoted or reproduced without prior permission, provided appropriate credit is given to the author and the James A. Baker III Institute for Public Policy. Wherever feasible, papers are reviewed by outside experts before they are released. However, the research and views expressed in this paper are those of the individual researcher(s) and do not necessarily represent the views of the James A. Baker III Institute for Public Policy. Jim Blackburn, J.D. “Houston at the Crossroads: Resilience and Sustainability in the 21st Century” Houston at the Crossroads Introduction Houston is at a crossroads, with one pathway leading to adaptation and long-term success in the 21st century, and the other leading to failure based on inability to compete in the 21st century. Robert Johnson, the great blues musician, is pictured below because of a story surrounding his music. As the legend goes, Johnson left his home not being able to play the guitar, made a deal with the devil at the crossroads, and came back as a genius guitar- playing blues musician, embellishing the mythology of the crossroads as a mystical place. Some of the ideas of this paper may seem like a deal with the devil to some of you, but in my opinion, we need to learn to play the guitar and don’t really know how right now. -
Feasibility Study of the Buffalo Bayou and Tributaries Flood Risk
1 What is the Interim Feasibility Report? ◦ Feasibility study of the Buffalo Bayou and Tributaries flood risk management system ◦ Interim Report ◦ Leads to Recommendation of Tentatively Selected Plan (TSP) ◦ Purpose – “To evaluate changed conditions since the projects were constructed. The objective is to identify, evaluate and recommend actions to address the changed conditions, including potential modifications to the Buffalo Bayou System to reduce flood risks to people, property and communities.” ◦ What Does the Interim Report do? ◦ Attempts to identify the problem ◦ Provides study objectives ◦ Establishes criteria for formulating alternatives ◦ Identifies Alternatives ◦ Provides initial evaluation of Alternatives ◦ Changed Conditions Identified ◦ Urbanization ◦ Extreme Events/Increased Precipitation ◦ Subsidence 2 3 ALTERNATIVES Table 3. Initial Evaluation of Alternatives Alternative Plans Description Added Measures In Focused Array Notes This forms the baseline for costs, benefits, and impact No plan is implemented because comparison. It aids in Alt 1: No Action None Yes of this study understanding how each plan functions compared to the baseline Store water on Cypress Creek Alt 2: Cypress Creek Dam by constructing a new dam and $2.1 to 2.9 billion Yes None and Reservoir reservoir Increase storage capacity within Alt 3: Addicks and Barker This plan provides only each reservoir by deepening $1.3 to 1.8 billion No Reservoir Excavations localized benefits portions of the reservoirs Convey up to 20,000 cubic feet per second (cfs) of floodwaters