Energy Corridor | Livable Centers Plan Acknowledgments
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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 -
Case 2:11-Cv-00407-DF Document 1 Filed 09/14/11 Page 1 of 8 Pageid #: 1
Case 2:11-cv-00407-DF Document 1 Filed 09/14/11 Page 1 of 8 PageID #: 1 IN THE UNITED STATES DISTRICT COURT FOR THE EASTERN DISTRICT OF TEXAS MARSHALL DIVISION LBS INNOVATIONS LLC, § § Plaintiff, § § v. § Civil Action No. § BP AMERICA INC.; § CONOCOPHILLIPS § DBA CONOCOPHILLIPS INC.; § Jury Trial Demanded CHOICE HOTELS INTERNATIONAL, INC.; § COSTCO WHOLESALE CORPORATION; § HYATT CORPORATION; § KEYCORP; KEYCORP FINANCE INC.; § MARRIOTT INTERNATIONAL, INC.; AND § MCDONALD‟S CORPORATION, § § Defendants. § PLAINTIFF’S COMPLAINT FOR PATENT INFRINGEMENT Plaintiff LBS Innovations, LLC files this Complaint against BP America Inc.; ConocoPhillips dba ConocoPhillips Inc.; Choice Hotels International, Inc.; Costco Wholesale Corporation; Hyatt Corporation; KeyCorp; KeyCorp Finance Inc.; Marriott International, Inc.; and McDonald‟s Corporation (collectively the “Defendants”) and alleges as follows. PARTIES 1. Plaintiff LBS Innovations LLC (“LBSI”) is a New Jersey Limited Liability Company with its principal place of business at 53 Ramapo Mountain Drive, Wanaque, New Jersey 07465. 2. Upon information and belief, Defendant BP America Inc. (“BP”) is a corporation organized and existing under the laws of the State of Texas, with its principal place of business PLAINTIFF‟S COMPLAINT FOR PATENT INFRINGEMENT Page 1 Case 2:11-cv-00407-DF Document 1 Filed 09/14/11 Page 2 of 8 PageID #: 2 located at 501 Westlake Park Boulevard, Houston, Texas 77079. BP may be served with process through its registered agent CT Corporation System, 350 N. St. Paul St., Suite 2900, Dallas, Texas 75201. 3. Upon information and belief, Defendant ConocoPhillips dba ConocoPhillips Inc. (“ConocoPhillips”) is a corporation organized and existing under the laws of the State of Texas, with its principal place of business located at 600 N. -
Memorial Drive Summaryexecutive Houston, Texas
INVESTMENT HIGHLIGHTS 15150MEMORIAL DRIVE EXECUTIVE SUMMARY HOUSTON, TEXAS EXECUTIVE SUMMARY Holliday Fenoglio Fowler, L.P. acting by and through Holliday GP Corp a Texas licensed real estate broker (“HFF”). 15150 MEMORIAL DRIVE 1 INVESTMENT HIGHLIGHTS HFF, as exclusive advisor for the Owner, is pleased to offer the opportunity to acquire a 100% fee simple interest in 15150 Memorial Drive (“The Property”), a 155,118 square foot vacant Class A office building and structured parking garage located just west of the intersection of Memorial Drive and Eldridge Parkway in one of the most dynamic areas in Houston. Situated on a wooded 5.7 acre site, 15150 Memorial Drive is the ideal location for corporations seeking a prestigious address within a headquarters quality building in Houston’s Energy Corridor. 15150 Memorial Drive provides an exceptionally rare opportunity to acquire an institutional quality asset with 155,118 square feet of contiguous space in one of the country’s strongest MSA’s at a price well below replacement. INVESTMENT SALES TEAM H. DAN MILLER, CCIM, SIOR Senior Managing Director Phone (713) 852-3576 [email protected] TRENT AGNEW Director Phone (713) 852-3431 [email protected] WESLEY HIGHTOWER Real Estate Analyst Phone (713) 852-3495 [email protected] FOR DEBT INQUIRIES COLBY MUECK Director Phone (713) 852-3575 [email protected] 2 HFF INVESTMENT HIGHLIGHTS INVESTMENT HIGHLIGHTS INVESTMENT SUMMARY ADDRESS 15150 Memorial Drive, Houston, Texas 77079 YEAR BUILT 1992 OFFICE SF 155,118 SITE SIZE 5.7 acres (248,161 SF) OCCUPANCY 0% PARKING RATIO 3.1 per 1,000 SF (ability to expand to 4.4 per 1,000) 4 4 HFF INVESTMENT HIGHLIGHTS EXECUTIVE SUMMARY RARE VALUE-ADD/OPPORTUNISTIC INVESTMENT IN HOUSTON’S ENERGY CORRIDOR DISCOUNT TO REPLACEMENT COST • 15150 Memorial Drive presents investors a very rare opportunity to acquire a Class A office building in • Based on recent land sales in the immediate area of $30-$45 per land square foot and HFF’s data on one of the nation’s most dynamic and resilient submarkets at a price well below replacement cost. -
The Energy Corridor District Land Use & Demographics Report 2017
SCENARIOS LAND USE & DEMOGRAPHICS 2017 Inventory and Database CDS Community Development Strategies TM The Energy Corridor 2017 Inventory and Database 2 The Energy Corridor 2017 Inventory and Database Table of Contents Table of Contents ........................................................................................................................................... i Table of Exhibits ............................................................................................................................................. i Introduction and Overview ........................................................................................................................... 1 Major Employers ........................................................................................................................................... 3 Land Use ........................................................................................................................................................ 4 Land Use Maps ........................................................................................................................................... 4 Existing Development Summary .............................................................................................................. 10 Multi-Family Housing ............................................................................................................................... 12 Retail ........................................................................................................................................................ -
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. -
Buffalo and Whiteoak Bayou Tmdl
Total Maximum Daily Loads for Fecal Pathogens in Buffalo Bayou and Whiteoak Bayou Contract No. 582-6-70860 Work Order No. 582-6-70860-21 TECHNICAL SUPPORT DOCUMENT FOR BUFFALO AND WHITEOAK BAYOU TMDL Prepared by University of Houston CDM Principal Investigator Hanadi Rifai Prepared for Total Maximum Daily Load Program Texas Commission on Environmental Quality P.O. Box 13087, MC - 150 Austin, Texas 78711-3087 TCEQ Contact: Ronald Stein TMDL Team (MC-203) P.O. Box 13087, MC - 203 Austin, Texas 78711-3087 [email protected] MAY 2008 Contract #- -582-6-70860/ Work Order # 582-6-70860-21 –Technical Support Document TABLE OF CONTENTS LIST OF TABLES ……………………………………………………………..……………..….vi LIST OF FIGURES ………………………………………………………………..……… ... ….ix CHAPTER 1 : PROBLEM DEFINITION...................................................................................... 1 1.1 WATERSHED DESCRIPTION................................................................................. 1 1.2 ENDPOINT DESIGNATION.................................................................................... 5 1.3 CRITICAL CONDITION........................................................................................... 8 1.4 MARGIN OF SAFETY.............................................................................................. 8 CHAPTER 2 : SUMMARY OF EXISTING DATA...................................................................... 9 2.1 WATERSHED CHARACTERISTICS...................................................................... 9 2.1.1 LAND USE........................................................................................................ -
United States District Court District of Columbia
Case 1:20-cv-01932 Document 1 Filed 07/17/20 Page 1 of 63 UNITED STATES DISTRICT COURT DISTRICT OF COLUMBIA DISTRICT OF COLUMBIA, 441 4th St., N.W., Washington, D.C. 20001, Plaintiff, v. EXXON MOBIL CORP., 5959 Las Colinas Blvd., Irving, TX 75039, EXXONMOBIL OIL CORPORATION, 5959 Las Colinas Blvd., Irving, TX 75039, ROYAL DUTCH SHELL PLC, Carvel Civil Action No. ________ van Bylandtlaan 16, 2596 HR The Hague, The Netherlands, SHELL OIL COMPANY, 150 N. Dairy Ashford, Houston, TX 77079, BP P.L.C., 1 St. James’s Square, London, SW1Y4PD, BP AMERICA INC., 501 Westlake Park Blvd., Houston, TX 77079, CHEVRON CORPORATION, 6001 Bollinger Canyon Road, San Ramon, CA, CHEVRON U.S.A. INC., 6001 Bollinger Canyon Rd., San Ramon, CA 94583, Defendants. NOTICE OF REMOVAL PLEASE TAKE NOTICE THAT Defendants Exxon Mobil Corporation and ExxonMobil Oil Corporation (collectively, “ExxonMobil”), hereby remove this action, currently pending in the Superior Court of the District of Columbia, to the United States District Court for the District of Columbia pursuant to 28 U.S.C. §§ 1331, 1332(a), 1332(d), 1441(a), 1442(a), and 1453(b), and 43 U.S.C. § 1349(b)(1). To the extent any part of Plaintiff’s causes of action can be construed as non- federal, this Court has supplemental jurisdiction over them under 28 U.S.C. § 1367(a) because they form part of the same case or controversy as those causes of action over which the Court has Case 1:20-cv-01932 Document 1 Filed 07/17/20 Page 2 of 63 original jurisdiction. -
The Energy Corridor District Land Use & Demographics Report 2014
The Energy Corridor 2014 Inventory and Database 2 The Energy Corridor 2014 Inventory and Database Table of Contents Table of Contents ........................................................................................................................................... i Table of Exhibits ............................................................................................................................................. i Introduction and Overview ........................................................................................................................... 1 Major Employers ........................................................................................................................................... 3 Land Use ........................................................................................................................................................ 4 Land Use Maps ........................................................................................................................................... 4 Development Summary ............................................................................................................................ 16 Multi‐Family Housing ............................................................................................................................... 18 Retail ......................................................................................................................................................... 19 Office ....................................................................................................................................................... -
Buffalo Bayou and Tributaries Flood Control Project Addicks & Barker Dams & Reservoirs 101 Past, Present & Future
1 BUFFALO BAYOU AND TRIBUTARIES FLOOD CONTROL PROJECT ADDICKS & BARKER DAMS & RESERVOIRS 101 PAST, PRESENT & FUTURE “The views, opinions and findings contained in this report are those of the authors(s) and should not be construed as an official Department of the Army position, policy or decision, unless so designated by other official documentation.” Location 2 Piney Point Gage Houston Average Annual Rainfall – 49.77 inches ADDICKS, BARKER AND BUFFALO BAYOU WATERSHEDS 3 Early Houston Floods 4 31 May-2 June 1929 and 7-10 December 1935 Buffalo Bayou & Tributaries 1940’s Original Plan 5 Ungated Conduits 6 at Addicks and Barker Dams Jan. 20, 1945 Houston 1950, 1992, 2016 7 GATING OF UNGATED CONDUITS 8 9 CHANGES AND THEIR IMPACTS Project Modifications • Deletion of South Canal = Results of Changes • Deletion of Cypress Creek Levee • Gating of the Structures • More Frequent Pools • Faster Rising Pools + Downstream Changes • Larger Pools • Increased Development • Decreased Releases • Longer Lasting Pools – + Upstream Changes • Increased Development • Increased Run-off • More Rapid Run-off Top Ten Pools – Addicks and Barker Reservoirs 10 ADDICKS DAM & RESERVOIR BARKER DAM & RESERVOIR SURFACE AREA CAPACITY IN % CAPACITY % CAPACITY OF SURFACE AREA CAPACITY IN % CAPACITY % CAPACITY OF DATE ELEV. (1) IN ACRES ACRE-FEET (2) MAX. POOL (3) GOL (4) DATE ELEV. (1) IN ACRES ACRE-FEET (2) MAX. POOL (3) GOL (4) 30 Aug '17 109.09 16,982 217,726 100.0+ 100.0 30 AUG '17 101.56 15,149 170,941 81.6 100.0 23 APR '16 102.65 12,834 123,067 61.1 96.5 25 APR '16 -
Recreational Use Attainability Analysis of Buffalo/White Oak Bayou
PRELIMINARY RESULTS OF A RECREATIONAL USE ATTAINABILITY ANALYSIS OF THE BUFFALO BAYOU/WHITE OAK BAYOU STREAM SYSTEM IN HOUSTON, TEXAS BY Dr. Kirk Winemiller Dr. David Scott Dr. Scott Shafer John Baker Bibiana Correa Po-Hsin Lai TEXAS A & M UNIVERSITY COLLEGE STATION, TEXAS August 2008 TABLE OF CONTENTS Page Acknowledgements 5 Introduction 6 Historic Information 7 Description of the Study Area 13 Methods 14 Results 19 Summary 40 Recommendations 43 References 44 Appendix 1: On-Site Observations of Recreation Uses along Buffalo Bayou 46 Appendix 2: Environmental Assessment Methodology Definitions 53 2 LIST OF TABLES Table 1. Description of surveyed streams in Buffalo Bayou/White Oak Bayou Stream System. Measurements were conducted during the summer of 2008. Stream type represents the dominant condition in the stream. Table 2. Stream Flow measurements in Buffalo Bayou/White Oak Bayou Stream System. Measurements were conducted during the summer of 2008 on eleven cross sections. Table 3. Maximum depth and mean of physicochemical water characteristics of Buffalo Bayou/White Oak Bayou Stream System. Values are presented from upstream to down stream and were calculated from measurements conducted during the summer of 2008, excluding obvious outliers. Abbreviations: VMD = Secchi disk was still visible at maximum depth. Table 4. Location, general surroundings, and point sources present at 85 sampled stations in the Buffalo Bayou/White Oak Bayou Stream System. Table 5. Stream channel and corridor assessment per sampled station in the Buffalo Bayou/White Oak Bayou Stream System. Table 6. Human activity registered in Buffalo Bayou/White Oak Bayou Stream System during the summer of 2008. -
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 ................................................................................................................................