4E. Recommended Water Management Strategies for Wholesale Water Providers

Total Page:16

File Type:pdf, Size:1020Kb

4E. Recommended Water Management Strategies for Wholesale Water Providers 4E. Recommended Water Management Strategies for Wholesale Water Providers As discussed in earlier chapters, the Region C Water Planning Group has designated 41 wholesale water providers – 12 classified as regional wholesale water providers and 29 classified as local wholesale water providers. The majority of the water supplied in Region C is provided by the 12 regional wholesale water providers, nine of which are based in the region, with three located in other regions. Collectively, the nine regional wholesale water providers located in Region C (Dallas Water Utilities, Tarrant Regional Water District, North Texas Municipal Water District, Fort Worth, Upper Trinity Regional Water District, Greater Texoma Utility Authority, Trinity River Authority, Corsicana, and Dallas County Park Cities Municipal Utility District) provide over 90 percent of the total water needs in the region. These entities are expected to continue to provide over 90 percent of the water supply for Region C through 2060, and they will also develop most of the new supplies for the region during that time period. The three regional wholesale water providers located in other regions (Sabine River Authority, Sulphur River Water District, and Upper Neches River Municipal Water Authority) also play an important role in water supply for Region C. These providers own and/or operate major sources of current water supply for Region C. The 29 local wholesale water providers supply considerable quantities of water to water user groups in their areas and are expected to continue meeting these local water needs. Several of the local wholesale providers obtain water exclusively from a regional wholesale provider. It is assumed that these entities will continue to purchase water from the regional provider. Other local water providers will develop new water management strategies to meet their needs and those of their customers. This section discusses the recommended water supply plans for each regional wholesale water provider (Section 4E.1) and local wholesale water provider (Section 4E.2). Evaluations of specific water management strategies are included in Appendix P, and detailed costs are shown in Appendix Q. Cost estimates for conservation strategies were developed for individual water user groups and are discussed in Chapter 4B and shown in 2011 Region C Water Plan 4E.1 Appendix Q. Detailed listings of demands by customer for each of the wholesale water providers and the projected need for additional water by provider are included in Appendix H. In general, the Region C Water Planning Group has adopted strategies that will develop a total supply for wholesale water providers between 20 and 30 percent greater than the projected demands. This policy was adopted for several reasons: The additional supply provides a margin of safety in case climate change reduces the supply available from existing sources. The additional supply provides a margin of safety in case of a drought more severe than the previous drought of record, on which yield estimates are based. The additional supply provides a margin of safety in case demands grow more rapidly than projected. The additional supply provides a margin of safety in case some proposed management strategies cannot be developed or are developed more slowly than anticipated. 4E.1 Recommended Strategies for Regional Wholesale Water Providers The recommended strategies for the regional wholesale water providers include conservation, reuse, connections to existing sources already under contract, connections to other existing sources, and the development of new supplies. These strategies are described in greater detail below. Strategies for Multiple Wholesale Water Providers Marvin Nichols Reservoir. The Marvin Nichols Reservoir is a recommended strategy for the Tarrant Regional Water District (TRWD), the North Texas Municipal Water District (NTMWD) and the Upper Trinity Regional Water District (UTRWD). Marvin Nichols Reservoir was a recommended project in the 2001 Region C Water Plan(4) and the 2006 Region C Water Plan(9). The project would provide a large source of additional supply for the Metroplex at a relatively low cost. Marvin Nichols Reservoir is an alternative source of supply for Dallas Water Utilities and the City of Irving. The total yield of Marvin Nichols Reservoir is 612,300 acre‐feet per year, assuming that Lake Ralph Hall is senior to Marvin Nichols Reservoir and that Marvin Nichols Reservoir is operated as a system with Wright 2011 Region C Water Plan 4E.2 Patman Lake. The division of the 489,840 acre‐feet per year assumed to be available to Region C from the reservoir in the recommended strategy is: 280,000 acre‐feet per year for Tarrant Regional Water District 174,840 acre‐feet per year for North Texas Municipal Water District 35,000 acre‐feet per year for Upper Trinity Regional Water District. The delivery system from Marvin Nichols Reservoir (which accounts for three‐quarters of the total cost of the project) will be developed in phases. Phase 1 would be developed by 2030 and would include the reservoir and the initial pipelines and pump stations. Phase 2, planned for 2050, includes parallel pipelines and additional pump stations to deliver the remainder of the supply from the project. Toledo Bend Reservoir. The use of water from Toledo Bend Reservoir in East Texas for water supply in North Texas is a recommended strategy for the Tarrant Regional Water District and North Texas Municipal Water District in Region C. Toledo Bend Reservoir is an alternative strategy for Dallas Water Utilities and Upper Trinity Regional Water District. For the recommended strategy with participation from the NTMWD and the TRWD, the project would include the delivery of 500,000 acre‐feet per year of water: 100,000 acre‐feet per year for the Sabine River Authority in the upper Sabine Basin (North East Texas Region, Region D) 200,000 acre‐feet per year for Tarrant Regional Water District 200,000 acre‐feet per year for North Texas Municipal Water District. The facilities to deliver the water would be developed in phases, with Phase 1 planned for 2050 and Phase 2 planned after 2060. Oklahoma. Several wholesale water providers in the Metroplex have been pursuing the purchase of water from Oklahoma. At the present time, the Oklahoma Legislature has established a temporary moratorium on the export of water from the state. The Tarrant Regional Water District is pursuing a case in Federal Court to determine whether this moratorium can be overturned. For the long term, Oklahoma remains a promising source of water supply for Region C. At this time, water from Oklahoma is a recommended strategy for the North Texas Municipal Water District, the Tarrant Regional Water District, 2011 Region C Water Plan 4E.3 and the Upper Trinity Regional Water District. (Water from Oklahoma is also a recommended strategy for the City of Irving, which is not a wholesale water provider.) Water from Oklahoma is an alternative strategy for Dallas Water Utilities. There are two recommended projects from Oklahoma. Irving plans to get 25,000 acre‐feet per year from Oklahoma by 2030. The project for NTMWD, TRWD, and UTRWD is planned for 2060 and includes 50,000 acre‐feet per year each for TRWD and NTMWD and 15,000 acre‐feet per year for UTRWD. Dallas Water Utilities Dallas Water Utilities (DWU) provides treated and raw water for most of the demands in Dallas County and for demands in several surrounding counties. Since the 2006 Region C Water Plan was completed, DWU has constructed a pipeline from Lake Fork Reservoir to Lake Tawakoni and a Lake Fork Pump Station, allowing the use of some of the supplies in Lake Fork. DWU has also secured agreements with several entities for the use of return flows. The water demands on DWU are projected to increase from 607,000 acre‐feet per year in 2010 to 994,000 acre‐feet per year by 2060. The supply currently available to DWU is slightly less than 560,000 acre‐feet per year, which includes 49,800 acre‐feet per year from a temporary right for additional water from Lake Ray Hubbard that Dallas currently holds and which will expire December 31, 2011. DWU’s current supply is anticipated to decrease to slightly over 543,000 acre‐feet per year by 2060. As a result, DWU will need to develop 49,000 acre‐feet per year of additional water supplies by 2010 to meet projected demands and 451,000 acre‐feet per year of additional water supplies by 2060. Some of these needs will be met by conservation and reuse and the connection of existing sources currently under contract. Twenty‐four potentially feasible water management strategies for new supplies were identified and evaluated for DWU. Figure 4E.1 shows the unit cost for each strategy, and the full evaluations are summarized in Appendix P. The recommended water management strategies for DWU are as follows: 2011 Region C Water Plan 4E.4 2 011 Figure 4E.1 Region Unit Costs of Potentially Feasible Strategies for DWU C $5.00 Water $7.78 $4.50 Plan $4.00 4E.5 $3.50 Gallons $3.00 $2.50 Thousand $2.00 per $1.50 Cost $1.00 $0.50 $0.00 Recommended Strategies Alternative Strategies Other Strategies Conservation Additional Dry Year Supply Additional Supply for Operational Efficiency from Lake Ray Hubbard (2011) Main Stem Trinity River Pump Station (Lake Ray Hubbard Reuse ‐ 2013) Direct Non‐Potable Reuse (2015) Additional Pipeline from Lake Tawakoni (2015) Connect Lake Palestine (Integrated Pipeline with TRWD ‐ 2018) Wright Patman Lake – Flood Pool Reallocation (2035) Lake Fastrill Replacement (2055) Southwest Treated Water Pipeline Water Treatment Plant Expansions These strategies are discussed individually below. DWU Conservation. The conservation savings for DWU’s retail and wholesale customers are based on the Region C recommended water conservation program.
Recommended publications
  • What Is Water Reuse?
    HISTORY OF WATER REUSE IN TEXAS FEBRUARY 2011 TEXAS WATER DEVELOPMENT BOARD MISSION STATEMENT The Texas Water Development Board’s (TWDB) mission is to provide leadership, planning, financial assistance, information, and education for the conservation and responsible development of water for Texas. Our mission is a vital part of Texas’ overall vision and its mission and goals which relate to maintaining the viability of the state’s natural resources, health and economic development. To accomplish its goals of planning for the state’s water resources and for providing affordable water and wastewater services, the TWDB provides water planning, data collection and dissemination, financial assistance and technical assistance services to the citizens of Texas. The tremendous population growth that the state has and will continue to experience, and the continual threat of severe drought, only intensify the need for the TWDB to accomplish its goals in an effective and efficient manner. PURPOSE OF THIS DOCUMENT The TWDB, through the project “Advancing Water Reuse in Texas,” has produced a series of documents to address public awareness of water reuse in Texas. This document, History of Water Reuse in Texas, is developed to provide the chronology and historical achievements of water reuse programs in the state. The document also identifies major challenges for advancing water reuse programs in the state. ACKNOWLEDGMENTS TABLE OF CONTENTS Primary funding for this project has been provided Acknowledgments 3 by the Texas Water Development Board Research and Introduction 4 Planning Fund through Contract No. 0904830937. Background 4 Purpose and Scope 4 Additional funding for the project has been provided by Water Terminology 5 Alan Plummer Associates, Inc.
    [Show full text]
  • Texas Safari: the Fishing Guide to Texas by Gayne C. Young Copyright 2011 Gayne C
    Texas Safari: The Fishing Guide to Texas By Gayne C. Young Copyright 2011 Gayne C. Young Smashwords Edition www.gaynecyoung.com Smashwords Edition, License Notes Thank you for downloading this free ebook. You are welcome to share it with your friends. This book may be reproduced, copied and distributed for non-commercial purposes, provided the book remains in its complete original form. If you enjoyed this book, please return to Smashwords.com to discover other works by this author. Thank you for your support. Contents Acknowledgements Introduction Texas Waters and Fishing Chapter 1: Notes on Means and Methods Sidebar: Fishing with Carrots Sidebar: It’s Stupid and Illegal Notes on Boats Chapter 2: Fresh Water Major Rivers Brazos Canadian Colorado Guadalupe Sidebar: Texas Water Safari Neches Nueces Sidebar: Mosquitoes Suck Pecos Sidebar: Hire a Guide Red Sidebar: The Caddo Lake Pearl Rush of 1909 Rio Grande Sabine San Antonio Sidebar: Woman Hollering Creek San Jacinto Trinity Sidebar: Remember Kids, Don’t Make Deals with Catfish Major Lakes Sidebar: Amistad, Then and Now Sidebar: Concho Pearl Sidebar: The Creature from Lake Worth Chapter 3: Freshwater Species Black Bass Largemouth Sidebar: Budweiser ShareLunker Program Smallmouth Spotted Sidebar: Calling all Fish Guadalupe True Bass White Yellow Striped Sidebar: Yeah, But it was a Mean Snake Hybrid Catfish & Bullheads Blue Sidebar: The Life and Times of Splash the Catfish Channel Flathead Sidebar: Freshwater Man-Eaters Black bullhead Yellow bullhead Crappie Black White Sidebar: Watching
    [Show full text]
  • Water Supply Study for Ellis County, Johnson County, APRIL 2009 Southern Dallas County, and Southern Tarrant County
    WATER SUPPLY STUDY FOR ELLIS COUNTY, JOHNSON COUNTY, THE SEAL THAT ORIGINALLY APPEARED SOUTHERN ON THIS DOCUMENT WAS AUTHORIZED BY STEPHANIE W. GRIFFIN, P.E., TEXAS NO. DALLAS COUNTY, 88504 ON APRIL 23, 2009. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER AND SOUTHERN NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TARRANT COUNTY TEXAS ENGINEERING PRACTICE ACT. __________________________________ APRIL 2009 Stephanie W. Griffin, P.E. Prepared for: Region C Water Planning Group and the Tarrant Regional Water THE SEAL THAT ORIGINALLY APPEARED District in Cooperation ON THIS DOCUMENT WAS AUTHORIZED BY THOMAS C. GOOCH, P.E., TEXAS NO. 50668 with the Brazos G Water ON APRIL 23, 2009. ALTERATION OF A Planning Group SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. __________________________________ Thomas C. Gooch, P.E. Prepared by: Freese and Nichols, Inc. Alan Plummer Associates, Inc. CP&Y, Inc. HDR, Inc. NTD07286 Water Supply Study for Ellis County, Johnson County, APRIL 2009 Southern Dallas County, and Southern Tarrant County REGION C WATER PLANNING GROUP Water Supply Study for Ellis County, Johnson County, Southern Dallas County, and Southern Tarrant County TABLE OF CONTENTS Page ES. Executive Summary................................................................................................. ES-1 1. Introduction................................................................................................................. 1-1 1.1 Background
    [Show full text]
  • RIVER AUTHORITIES and SPECIAL LAW DISTRICTS WITHIN the STATE of TEXAS (With Lakes and Bays)
    Dallam Sherman Hansford Ochiltree Lipscomb RIVER AUTHORITIES AND SPECIAL LAW DISTRICTS Hartley Moore Hutchinson Roberts Hemphill WITHIN THE STATE OF TEXAS Lake Meredith (with lakes and bays) Oldham Potter Carson Gray Wheeler NOTE: Map reflects Authority and District statutory boundaries and does not necessarily represent service areas. Greenbelt Reservoir Deaf Smith Randall Armstrong Donley Collingsworth Buffalo Lake Prairie Dog Town Fk Red River Parmer Castro Swisher Briscoe Hall Childress Hardeman Lake Pauline Bailey Lamb Hale Floyd Motley Cottle Wilbarger Wichita Foard Santa Rosa Lake Lake Texoma Pat Mayse Lake Lake Nocona Diversion Reservoir Clay Truscott Lake Hubert H Moss Lake Kemp Lamar Red River Lake Arrowhead Montague Red River Cooke Grayson Cochran Fannin Hockley Lubbock Crosby Dickens King Knox Baylor Archer Bowie White River Lake Lake Amon G. Carter Delta Millers Creek Reservoir Ray Roberts Lake Cooper Lake Wright Patman Lake Elm Fork Trinity River Titus Jack Franklin Wise Denton Collin Hopkins Morris Yoakum Terry Lynn Garza Cass Kent Stonewall Haskell Throckmorton Young Lake Bridgeport Hunt Lewisville Lake Lavon Lake Lake Bob Sandlin Lake Graham Lake Stamford Camp Grapevine Lake Ellison Creek Reservoir Rockwall Eagle Mountain Lake Lake Ray Hubbard Rains Lake Fork Reservoir Marion Possum Kingdom Lake Lake O' the Pines Lake Tawakoni Wood Upshur Caddo Lake Hubbard Creek Reservoir Parker Tarrant Dallas Gaines Palo Pinto Dawson Borden Scurry Fisher Jones Shackelford Stephens Lake Daniel Lake Palo Pinto Benbrook Lake Joe Pool Lake
    [Show full text]
  • Texas Water Resources Institute
    Texas Water Resources Institute Spring 1996 Volume 22 No. 1 Surveying Texas' Reservoirs High Tech Programs by TWDB, Texas Universities Produce better Insights Into Sediment Problems at Texas Lakes By Ric Jensen, Information Specialist, TWRI For reservoir owners and water managers, sediment is a dirty word. Imagine that you planned and built a dam in the 1930s to store enough water to meet regional water needs for many years. For example, you may have estimated that the dam and the reservoir it created should store 50,000 acre-feet of water. Now fast-forward to today's conditions. Unfortunately, many parts of the reservoir have probably been filled in by silt and sediment deposited by runoff caused by heavy rains. As a result, your reservoir may now be able to store just 40,000 acre-feet (AF). Maybe, if you are like many water managers, you don't know exactly how much water your reservoir can store today. Sadly, stories like these are fact - - not fiction -- in many instances in Texas and the U.S. Many experts estimate that sedimentation reduces the storage capacity of reservoirs by an average rate of 0.2% annually. If that's the case, Texas could lose enough water to fill 19 reservoirs within the next 50 TWDB professionals take small boats like this one out on Texas lakes to years. Sedimentation is a gather data on lake volumes, storage capacity, and water elevations. difficult problem to investigate, in part because looking at annual rates or current 1 conditions can be misleading. "Much of the sediment that builds up in Texas lakes is deposited by large storms that occur only once in 50 or 100 years," says Texas A&M University Civil Engineer Ralph Wurbs.
    [Show full text]
  • Comanche Peak Steam Electric Station, Environmental Report
    -5)!L) 4 -~ A' -y frJ -7/, COMA NCHE PEAK S TEA M ELECTRIC STAT ION ENVIRONMENTAL REPORT JUL VOLUME I •~i j ,:> U, COMANCHE PEAK STEAM ELECTRIC STATION ENVIRONMENTAL REPORT - AMENDMENT 1 AEC QUESTIONS & APPLICANTS RESPONSES AEC Question A.1 What is the expected contribution to growth in electrical demand due to the construction of the Dallas-Fort Worth Regional Airport? Is this effect considered in Table 1.1-1, (Section 1.1)? Response Refer to page 1.1-1. AEC Question A.2 Since peak hour demands in Tables 1.1-2 and 1.1-3 are presented as non-diversified demand, supply the appropriate diversity factors or diversified demand. Are peak hour demands given in Table 1.1-1 diversified? If not, supply diversity factors. Response Diversified demands are provided as follows: TIS Diversified Demands, MW 1971 17,149 1972 18,973 1973 20,138 1 2 Note: Above demands exclude interruptible load. Sufficient records are not available to determine diversified demands for ERCOT, or for TIS prior to 1971. Peak hour demands given in Table 1.1-1 for TUCS are diversified. 1/21/74 Amendment 2 Al- 1 9/28/73 Amendment I AEC Question A.3 Provide a complete description of TIS, include membership obligations, reserve requirements and any other implications. Provide similar information for ERCOT. (Section 1.0) Response Refer to page ii. AEC Question A.4 How is interruptible load handled during peak hours? If left on line, does it reduce the reserve margin? (Section l.l.lb) Response Refer to page 1.1-8.
    [Show full text]
  • Superconducting Super Collider
    FINAL SUPPLEMENTAL ENVIRONMENTAL IMPACT STATEMENT FOR THE SUPERCONDUCTING SUPER COLLIDER VOLUME 1: MAIN REPORT December 1990 U.S. Department of Energy FILE EH·25 DOEJEIS-0138S FINAL SUPPLEMENTAL ENVIRONMENTAL IMPACT STATEMENT FOR THE SUPERCONDUCTING SUPER COLLIDER VOLUME 1: MAIN REPORT December 1990 U.S. Department of Energy December 1990 COVER SHEET, VOLUME 1 LEAD AGENCY U.S. Department of Energy (DOE) TITLE Final Supplemental Environmental Impact Statement (SEIS) for the Superconducting Super Collider CONTACT For further information, contact: 1. Joseph R. Cipriano, Manager SSC Project Office U.S. Department of Energy 1801 North Hampton Avenue DeSoto, TX 75115 2. Carol Borgstrom, Director Office of NEPA Oversight -Office of the Assistant Secretary for Environment, Safety and Health U.S. Department of Energy (EH-25) 1000 Independence Avenue, S.W. Washington, DC 20585 (202) 586-4600 3. William Dennison Acting Assistant General Counsel for Environment U.S. Department of Energy (GC-11) 1000 Independence Avenue, S.W. Washington, DC 20585 (202) 586-6947 ABSTRACT The proposed action evaluated in the SEIS is the construction and operation of the Superconducting Super Collider (SSC), the largest scientific instrument ever built, in Ellis County, Texas. The SSC would be a laboratory facility designed to investigate the basic structure of matter. It would be a particle accelerator capable of accelerating each of two counter-rotating beams of protons to an energy of 20 trillion electron volts. The two iii proton beams would then be made to collide, and the results of these collisions (at energies up to 40 trillion electron volts) would be studied by scientists.
    [Show full text]
  • TEXAS LAKES Page 64
    TEXAS LAKES Page 64 Martinez Lake 404 Dacus Lake 564 Country Club Lake 516 Matagorda Bay 523 Sweeney Lake E. 476 Anderson Archer Mitchell Lake 405 Danbury Fish Farms 564 Fin Feather Lake 516 Mcmullen Lake 499 Sweeney Lake W. 476 Childress Lake Name Map Grid Lake Name Map Grid Woodlawn Lake 404 Dane Lake 564 Frierson Lake 516 Mission Lake 498 Verdolaga Lake 503 Lake Name Map Grid Diengle Lakes 564 Hail Lake 515 Old Town Lake 523 Big Lake 534 Archer City Lake 359 Baylor Lake 269 Blanco Division Lake 563 Lake Mary 516 Pat Bay 524 Camp Blue Lake 533 Diversion Reservoir 358 Lake Childress 269 Map Grid Dow Barge Canal 565 Lake Placid 516 Piper Lakes 523 Map Grid Calhoun Lake 555 Lake Cooper 360 Lake Name Lake Name Lake Scott 269 Drum Bay 585 Oakland Lake 515 Powderhorn Lake 524 Circle R Lakes 555 Lake Kickapoo 359 Blanco River 402 Ferndale Lake 550 Park Lake 269 Duck Reservoir 584 Prescott Lake 516 Power Lake 525 Coleman 533 Lake Olney 360 Highland Club Lake 570 Eagle Nest Lake 564 Tennesse Lake 516 Pringle Lake 524 Crystal Lake 555 Borden Clay Armstrong East Union Bayou 565 Wickson Lake 515 Redfish Lake 523 Cass Elkhart Lake 555 Lake Name Map Grid Lake Name Map Grid 564 499 533 Evans Lake Redfish Slough Fishermans Lake Lake Name Map Grid 219 Lake Name Map Grid 387 County Tank 565 Briscoe 523 Byers Lake Gator Lake 533 Flag Lake Salt Lake Bagley Lake 211 Indian Head Tank 219 Daniels Pond 588 Henrietta Reservoir 388 Flag Lake 564 Map Grid San Antonio Bay 498 Haverlah Lake 554 Lake Name Johnson Tank 219 Fin and Feather Club Lake 587 Lake Arrowhead 389 Freeport Harbor Channel 565 San Antonio Bay 499 Lake C W M 533 Burson Lake 240 Atascosa Jones Reservoir 218 Foreman Lake 588 Lake Arrowhead 388 Freshwater Lake 565 Schwings Bayou 498 Lake Creek No.
    [Show full text]
  • Senate Committee on Agriculture, Water & Rural Affairs Interim Report
    Senate Committee on Agriculture, Water & Rural Affairs Interim Report : 2017 Hurricane Harvey Response to the 86th Legislature November 2018 Senate Committee on Agriculture, Water, and Rural Affairs Hurricane Harvey Interim Report Table of Contents Chairman's Letter………………………………………………………………………………………………………………………………..3 Report Signatories……………………………………………………………………………………………………………………………….5 Executive Summary ....................................................................................................................................... 6 Interim Charge #1 ...................................................................................................................................... 6 Interim Charge #2 .................................................................................................................................... 11 Interim Charge #3 .................................................................................................................................... 11 Conclusion ............................................................................................................................................... 12 Interim Report: 2017 Hurricane Harvey Response .................................................................................... 13 Interim Charge #1:....................................................................................................................................... 17 Committee Hearing Information ...........................................................................................................
    [Show full text]
  • 2014 Long Range Water Supply Plan Data • 2005 LRWSP Approved Water Management Strategies
    Long Range Water Supply Plan Forney Dam at Lake Ray Hubbard Dallas City Council September 17, 2014 Purpose • To provide an update on the Current Water Supply Status • To provide a progress update on the Long Range Water Supply Plan including – Updated water demand projections – Potential water management strategies 2 Outline • Current Water Supply Status and Drought Outlook • Long Range Water Supply Planning – Projected Demands – Current Supplies – Projected Needs – Management Strategies • Appendix Lake Ray Roberts 3 Current Water Supply Status and Outlook 4 • June and August rainfall continued to improve drought conditions across Texas • Short term forecasts and enhanced probabilities for above-median precipitation through October, increase the potential for drought improvement or removal across far north Texas • National Weather Service (NWS) indicates a 65% chance of El Nino emerging in fall and early winter. Forecasters favor a weak event. – El Nino for Texas would mean a higher probability of rainfall in the winter and spring, although it is not guaranteed • The NWS Climate Prediction Center predicts normal temperatures and above normal precipitation through December 5 Current Drought Conditions Dallas’ Cumulative Precipitation Through August, Dallas is 8.2 inches of rainfall behind for 2014 As of August 31, 2014 6 Current Lake Conditions • Current hydrologic drought began 2010 – Lakes haven’t been full since May 2010 – 2011 worst one-year drought on record • Dallas’ water supplies are currently 30% depleted (8-Sep- 2014) – One month
    [Show full text]
  • 2014 Tra Bhr1
    Trinity River Authority Clean Rivers Program 2014 Basin Highlights Report Watershed Characterizations for the Elm Fork, East Fork, Cedar Creek, and Richland-Chambers Subwatersheds INTRODUCTION land use in these subwatersheds consists The Texas Clean Rivers Program (CRP) of row crop agriculture and rangeland. was created in 1991 by Texas Senate Bill Fertilizers used on crops and fields may 818 and is administered by the Texas contribute to the nutrient concerns seen Commission on Environmental Quality throughout these water bodies. (TCEQ) which contracts with local plan- ning agencies to conduct the program in Many of the reservoirs in these subwa- each river basin. The program is tasked tersheds have been classified as eu- with protecting the water resources of trophic to hypereutrophic based on the the state and improving water quality. In “Trophic Classification of Texas Reser- the Trinity River basin, the TRA Clean voir” report by TCEQ (http:// Rivers Program focuses on water quality www.tceq.state.tx.us/assets/public/ monitoring, special projects, and public compliance/monops/water/04twqi/04_ outreach to achieve the goals of the pro- reservoir_narrative.pdf). This report gram. More information about the TRA states that reservoirs become more eu- CRP and activities can be found at http:// trophic as they age due to a buildup of www.trinityra.org/clean-rivers- nutrients within the reservoir, which is program.htm. the likely cause for Chlorophyll-a issues in these reservoirs. Data collected by the TRA CRP are used for regulatory purposes, such as setting water quality standards, modeling for permit BASIN HIGHLIGHTS REPORT limits, and for water quality assessments.
    [Show full text]
  • Cottgreo of the Uniteb 4,Tateg
    RANKING MEMBER JOE BARTON COMMITTEE ON +yJpg^'q,i SIXTH DISTRICT, TEXAS ENERGY AND COMMERCE TELEPHONE: (202) 225-3641 2109 RAYBURN HOUSE OFFICE BUILDING WASHINGTON, DC 20515-4306 http:/lrepublicans.energycommerce.house.gov TELEPHONE: (202) 225-2002 FAX: (202) 225-3052 www.JoeBarton.house.gov Cottgreo of the Uniteb ,tateg4 ^.^oua of Rpregerttatibes Wagbtngton, 3D(C 20515-4306 June 12, 2009 The Honorable C.L. Brown City of Corsicanna 200 N. 12th St. Corsicana, TX 75110-4616 Dear Mayor Brown: This is to acknowledge your request for assistance concerning the Army Corps of Engineers. ? appreciate your r contacting me. On your behalf, I have written to the appropriate officials in regard to this matter. As soon as I receive a response to my inquiry I will be back in touch with you. In the meantime, if you have any questions, please contact my Constituent Liaison, Deborah Rollins, in my Arlington district office at 817-543-1000, or toll free at 1-877-263-2833. I look forward to this opportunity to be of assistance to you. 1 Sincerel e Barton Member of Congress M: 4- ENNIS OFFICE: ARLINGTON OFFICE. CROCKETT OFFICE: 2106A WEST ENNIS AVENUE 6001 INTERSTATE 20 WEST, SUITE 200 P.O. Box 958 ENNIS, TX 75119 RONALD REAGAN MEMORIAL HIGHWAY CROCKETT, TX 75835 ( 972) 875-8488 ARLINGTON, TX 76017 (936) 544-8488 (817) 543-1000 1 (877) 263-2833 (6TH DISTRICT ONLY) PRINTED ON RECYCLED PAPER 0012 From: Warren Brewer [BrewerW@trinityra. Sent: Tuesday, June 16, 2009 4:23 PM To: Standridge, Connie; sgh01 @ennis-t( .com; [email protected]; [email protected]; thart@g )rg; don.
    [Show full text]