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Classified Stream Segments and Assessments Units Covered by Hb 4146
CLASSIFIED STREAM SEGMENTS AND ASSESSMENTS UNITS COVERED BY HB 4146 SEG ID River Basin Description Met criteria 0216 Red Wichita River Below Lake Kemp Dam 96.43% 0222 Red Salt Fork Red River 95.24% 0224 Red North Fork Red River 90.91% 1250 Brazos South Fork San Gabriel River 93.75% 1251 Brazos North Fork San Gabriel River 93.55% 1257 Brazos Brazos River Below Lake Whitney 90.63% 1415 Colorado Llano River 94.39% 1424 Colorado Middle Concho/South Concho River 95.24% 1427 Colorado Onion Creek 93.43% 1430 Colorado Barton Creek 98.25% 1806 Guadalupe Guadalupe River Above Canyon Lake 96.37% 1809 Guadalupe Lower Blanco River 95.83% 1811 Guadalupe Comal River 98.90% 1812 Guadalupe Guadalupe River Below Canyon Dam 96.98% 1813 Guadalupe Upper Blanco River 95.45% 1815 Guadalupe Cypress Creek 99.19% 1816 Guadalupe Johnson Creek 97.30% AU ID River Basin Description Met criteria 1817 Guadalupe North Fork Guadalupe River 100.00% 1414_01 Colorado Pedernales River 93.10% 1818 Guadalupe South Fork Guadalupe River 97.30% 1414_03 Colorado Pedernales River 91.38% 1905 San Antonio Medina River Above Medina Lake 100.00% 1416_05 Colorado San Saba River 100.00% 2111 Nueces Upper Sabinal River 100.00% Colorado River Below Lady Bird Lake 2112 Nueces Upper Nueces River 95.96% 1428_03 Colorado (formally Town Lake) 91.67% 2113 Nueces Upper Frio River 100.00% Medina River Below Medina 1903_04 San Antonio Diversion Lake 90.00% 2114 Nueces Hondo Creek 93.48% Medina River Below Medina 2115 Nueces Seco Creek 95.65% 1903_05 San Antonio Diversion Lake 96.84% 2309 Rio Grande Devils River 96.67% 1908_02 San Antonio Upper Cibolo Creek 97.67% 2310 Rio Grande Lower Pecos River 93.88% 2304_10 Rio Grande Rio Grande Below Amistad Reservoir 95.95% 2313 Rio Grande San Felipe Creek 95.45% 2311_01 Rio Grande Upper Pecos River 92.86% A detailed map of covered segments and assessment units can be found on the TCEQ website https://www.tceq.texas.gov/gis/nonpoint-source-project-viewer . -
Stormwater Management Program 2013-2018 Appendix A
Appendix A 2012 Texas Integrated Report - Texas 303(d) List (Category 5) 2012 Texas Integrated Report - Texas 303(d) List (Category 5) As required under Sections 303(d) and 304(a) of the federal Clean Water Act, this list identifies the water bodies in or bordering Texas for which effluent limitations are not stringent enough to implement water quality standards, and for which the associated pollutants are suitable for measurement by maximum daily load. In addition, the TCEQ also develops a schedule identifying Total Maximum Daily Loads (TMDLs) that will be initiated in the next two years for priority impaired waters. Issuance of permits to discharge into 303(d)-listed water bodies is described in the TCEQ regulatory guidance document Procedures to Implement the Texas Surface Water Quality Standards (January 2003, RG-194). Impairments are limited to the geographic area described by the Assessment Unit and identified with a six or seven-digit AU_ID. A TMDL for each impaired parameter will be developed to allocate pollutant loads from contributing sources that affect the parameter of concern in each Assessment Unit. The TMDL will be identified and counted using a six or seven-digit AU_ID. Water Quality permits that are issued before a TMDL is approved will not increase pollutant loading that would contribute to the impairment identified for the Assessment Unit. Explanation of Column Headings SegID and Name: The unique identifier (SegID), segment name, and location of the water body. The SegID may be one of two types of numbers. The first type is a classified segment number (4 digits, e.g., 0218), as defined in Appendix A of the Texas Surface Water Quality Standards (TSWQS). -
A RECREATIONAL USE SURVEY of the SAN MARCOS RIVER Thesis
A RECREATIONAL USE SURVEY OF THE SAN MARCOS RIVER Thesis Presented to the Graduate Council of Southwest Texas State University in Partial Fulfillment of the Requirements For the Degree of MASTER OF SCIENCE By David D Bradsby San Marcos, Texas May 1994 - A RECREATIONAL USE SURVEY OF THE SAN MARCOS RIVER Approved: B. G. Whiteside, Chairman Approved: TABLE OF CONTENTS List of Figures . i v List of Tables . vi Acknowledgements . vi i Introduction . 1 Recreational Literature Review . 2 San Marcos River . 6 Threatened and Endangered Species . 2 4 Methods . 27 Results.................................... 35 Discussion . 5 4 Conclusions . 6 9 Literature Cited . 7 2 iii LIST OF FIGURES Figure Page 1 . Map of the upper San Marcos River from Spring Lake to the Blanco River confluence ................ 7 2. Detailed map of the upper San Marcos River showing study areas ...... .... ..... ..... .. ... .. ....... ... .. ..... ......... ...... ... 9 3. Pepper's study area on the San Marcos River looking upstream .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. 1 1 4. Sewell Park study area on the San Marcos River looking downstream............................................................... 1 3 5. City Park study area on the San Marcos River ............ 1 5 6. Rio Vista Annex study area on the San Marcos River ........... ......... .... .... .... ......... ........ .... ......... ....... 1 7 7. Rio Vista Park study area on the San Marcos River ................ ......... ....... ..... .... ........ .... ........ -
MEXICO Las Moras Seco Creek K Er LAVACA MEDINA US HWY 77 Springs Uvalde LEGEND Medina River
Cedar Creek Reservoir NAVARRO HENDERSON HILL BOSQUE BROWN ERATH 281 RUNNELS COLEMAN Y ANDERSON S HW COMANCHE U MIDLAND GLASSCOCK STERLING COKE Colorado River 3 7 7 HAMILTON LIMESTONE 2 Y 16 Y W FREESTONE US HW W THE HIDDEN HEART OF TEXAS H H S S U Y 87 U Waco Lake Waco McLENNAN San Angelo San Angelo Lake Concho River MILLS O.H. Ivie Reservoir UPTON Colorado River Horseshoe Park at San Felipe Springs. Popular swimming hole providing relief from hot Texas summers. REAGAN CONCHO U S HW Photo courtesy of Gregg Eckhardt. Y 183 Twin Buttes McCULLOCH CORYELL L IRION Reservoir 190 am US HWY LAMPASAS US HWY 87 pasas R FALLS US HWY 377 Belton U S HW TOM GREEN Lake B Y 67 Brady iver razos R iver LEON Temple ROBERTSON Lampasas Stillhouse BELL SAN SABA Hollow Lake Salado MILAM MADISON San Saba River Nava BURNET US HWY 183 US HWY 190 Salado sota River Lake TX HWY 71 TX HWY 29 MASON Buchanan N. San G Springs abriel Couple enjoying the historic mill at Barton Springs in 1902. R Mason Burnet iver Photo courtesy of Center for American History, University of Texas. SCHLEICHER MENARD Y 29 TX HW WILLIAMSON BRAZOS US HWY 83 377 Llano S. S an PECOS Gabriel R US HWY iver Georgetown US HWY 163 Llano River Longhorn Cavern Y 79 Sonora LLANO Inner Space Caverns US HW Eckert James River Bat Cave US HWY 95 Lake Lyndon Lake Caverns B. Johnson Junction Travis CROCKETT of Sonora BURLESON 281 GILLESPIE BLANCO Y KIMBLE W TRAVIS SUTTON H GRIMES TERRELL S U US HWY 290 US HWY 16 US HWY P Austin edernales R Fredericksburg Barton Springs 21 LEE Somerville Lake AUSTIN Pecos -
Flood Warning Toolset for the Medina River in Bandera County, Texas
Flood Warning Toolset for the Medina River in Bandera County, Texas Overview improve flood response and mitigation. This toolset consists of a continuous streamflow-gage monitoring network, a well- Floods are the most common natural disaster in the United calibrated hydraulic model of the Medina River, and a flood- States (Federal Emergency Management Agency, 2019). The inundation mapper application for the study area. A library of Medina River in Bandera County, Texas, is in the Edwards flood-inundation maps tied to the National Weather Service Plateau (fig. 1) (Hill, 1901), where high-intensity rain rates (NWS) river stage forecast capability is included with the and steep terrain frequently contribute to severe flash flooding toolset (National Weather Service, 2019b). capable of causing loss of life and property. For example, the July 5, 2002, flood claimed a total of 12 lives in the central Texas Creation of Flood Warning Toolset area (National Weather Service, 2019a). The estimated peak discharge during this flood at U.S. Geological Survey (USGS) streamflow-gaging station 08178880 Medina River at Bandera, Hydrologic Data Tex. (hereinafter “Bandera station”), was 159,000 cubic feet per In addition to the existing Bandera streamflow-gaging second (corresponding to a stage or gage height of 38.91 feet), station, two stage-only gaging stations equipped with the causing significant flooding in Bandera near Mud Creek (fig. 2) ability to collect rainfall measurements were installed upstream and farther downstream (fig. 3) (U.S. Geological -
Chapter 1 Description of the Region
Chapter 1 Description of the Region The East Texas Regional Water Planning Area (ETRWPA) is one of sixteen areas established by the 1997 Texas legislature Senate Bill 1 for the purpose of State water resource planning at a regional level on five- year planning cycles. The first regional water plan was adopted in 2001. Since that time, it was updated in 2006, 2011, and 2016. This plan, the 2021 Regional Water Plan (2021 Plan), is the result of the 5th cycle of regional water planning. Pursuant to the formation of the ETRWPA, the East Texas Regional Water Planning Group (ETRWPG or RWPG), was formed and charged with the responsibility to evaluate the region’s population projections, water demand projections, and existing water supplies for a 50-year planning horizon. The RWPG then identifies water shortages under drought of record conditions and recommends water management strategies. This planning is performed in accordance with regional and state water planning requirements of the Texas Water Development Board (TWDB). This chapter provides details for the ETRWPA that are relevant to water resource planning, including: a physical description of the region, climatological details, population projections, economic activities, sources of water and water demand, and regional resources. A discussion of threats to the region’s resources and water supply, a general discussion of water conservation and drought preparation in the region, and a listing of ongoing state and federal programs in the ETRWPA that impact water planning efforts in the region are also provided. 1.1 General Introduction The ETRWPA consists of all or portions of 20 counties located in the Neches, Sabine, and Trinity River Basins, and the Neches- Trinity Coastal Basin. -
Pedernales Watershed Strategic Conservation Prioritization
PEDERNALES WATERSHED STRATEGIC CONSERVATION PRIORITIZATION The Meadows Center for Water and the Environment, Texas State University Hill Country Alliance June 2018 Produced by Siglo Group Pedernales Watershed Strategic Conservation Prioritization Project Team: Jonathan Ogren, Ben Prince, Doug Wierman, and Kaitlin Tasker www.meadowscenter.txstate.edu, [email protected], 512.245.9200 Inspiring research and leadership that ensure clean, abundant water for the environment and all humanity. www.hillcountryalliance.org, [email protected], 512.263.9147 Bringing together an ever-expanding alliance of groups throughout a multi-county region of Central Texas with the long- term objective of preserving open spaces, water supply, water quality and the unique character of the Texas Hill Country. www.siglogroup.com, [email protected], 512.699.5986 Integrating Land Use and Natural Systems: Siglo Group uses the power of geographic information to help clients integre- ate land use with natural systems. Siglo specializes in conservation planning, regional analysis, site assessment, cartogra- phy, and spatial analysis. Their work has contributed to land being set aside in perpetuity for conservation, policies, and projects that work towards more sustainable land use, good development, and a greater understanding of the attributes and value of land. Contributors: Blue Creek Consulting, [email protected], 512.826.2729 Cover Image. The Pedernales River. Courtesy of The Hill Country Alliance, www.hillcountryalliance.org 2017 TABLE OF CONTENTS SUMMARY 2 INTRODUCTION 6 STUDY AREA 8 METHODS 12 FINDINGS 20 DISCUSSION & CONCLUSIONS 22 SOURCES 26 1 Pedernales Watershed Strategic Conservation Prioritization PROJECT GOALS 1. Use the best data and analysis methods available to inform good decision making, for the efficientefficient useuse ofof hydrological,hydrological, cultural,cultural, andand ecologicalecological resourcesresources associatedassociated withwith conservationconservation inin thethe PedernalesPedernales Watershed.Watershed. -
Flooding Along the Balcones Escarpment in Central Texas
FLOODING ALONG THE BALCONES ESCARPMENT, CENTRAL TEXAS S. Christopher Caran Victor R. Baker Bureau of Economic Geology Department of Geosciences The University of Texas at Austin University of Arizona Austin. TX 78713 Tucson. AZ 85721 A few days before the rains began to fall. a band of Tonkawa Indians that were camped in the river valley just below old Fort Griffin moved their camp to the top of one of the nearby hills. After the flood, on being asked why they moved to the top of the hill. the chief answered that when the snakes crawl towards the hills, the prairie do1s run towards the hills. and the grasshoppers hop towards the hills. it is time for the Indian to go to the hills. (Oral testimony attributed to an unnamed weather observer in Albany. Texas, following a memorable flood on the Clear Fork of the Brazos River in the late 1870's: recounted by Vance. 1934. p. 7.) ABSTRACT subbasins in Central Texas. Intense rainstorms over small watersheds throughoot the region have produced numerous High-magnitude floods occur with greater frequency in examples of discharge in excess of 100.000 cfs. Flooding the Balcones Escarpment area than in any other region of of this magnitude exacts a heavy toll from area residents the United States. Rates of precipitation and discharge per who incur the high cost of flood-control structures on trunk unit drainage area approach world maxima. The intensity streams (fig. 1). but also sustain casualties and damages of rainstorms is compounded by rapid runoff and limited associated with floods on small. -
Instream Flows April 1, 2016 Brackenridge Park
Instream Flows April 1, 2016 Brackenridge Park 2 Map 3 SAWS Reuse Water 4 Dos Rios Discharge at Brackenridge Park 10.00 Permit Limit = 10 mg/l 8.00 6.00 4.00 2.00 2.00 2.00 2.04 2.03 2.00 2.10 2.04 2.28 2.03 2.04 2.04 2.00 0.00 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Graph Courtesy of San Antonio Water Systems 5 Erosion Over Sidewalk 6 Bridge Stops Some of the Floating Debris 7 Floating Debris 8 Lower San Antonio River Instream Flows Project Senate Bill 2 .Goal – Conduct Scientific and Engineering Studies to Determine Flow Regimes (both Water Quality , Quantity and Timing) Necessary to Support a Sound Ecological Environment .Established the Instream Flows Program Multi-Agency Team Multi-Discipline Approach Hydrology and Physical Hydraulics Processes Water Biology Quality Connectivity Stakeholder Process .Stakeholders are a critical component of the Texas Instream Flows Program. .Stakeholder meetings held 2008 Integrated Approach Flow Recommendations Flow Recommendations .Subsistence flows .Base flows (dry, average and wet) .High pulse flows .Over bank flow .Seasonal component Lower San Antonio River and Cibolo Creek Instream Flow Study Upcoming Stakeholder Process .We have: • Data • Analysis • Modeling .We need: • You! Please Save the Date Thursday, October 27, 2016 or Friday, October 28, 2016 Location: TBD Time: TBD (one will be an evening and one will be daytime) 18 Environmental Flows .Amount of water that should remain in stream or river for benefit of environment, bay, & estuary while balancing human needs. -
South Central Texas Floods October 1998
Austin/San Antonio Weather Forecast Office WEATHER EVENT SUMMARY October 1998 Floods – South Central Texas October 1998 Vehicle rescue from floodwater in San Antonio. Credit: San Antonio Express-News October 1998 Floods – South Central Texas 2 October 1998 Floods – South Central Texas 17-21 OCTOBER 1998 EVENT SUMMARY On the weekend of October 17 to 18, 1998, a pair of hurricanes over the Eastern Pacific and a near stationary cold front led to disastrous flash flooding along the Guadalupe River and over the San Antonio metro area. When heavy rains began on the morning of October 17, mid to high level moisture from the weakened remnants of Hurricane Madeline was crossing the Sierra Madre Occidental into central Texas. Meanwhile, low-level and mid-level moisture on the outer periphery of Hurricane Lester in South of Acapulco was moving across the Isthmus of Tehuantepec and up the western coast of the Gulf of Mexico toward south Texas. A cold front was expected to provide the focusing mechanism for the heavy rains, but torrential rains began to develop along the Balcones Escarpment in the early morning hours on Saturday, October 17--well ahead of the cold front. Convection developed into a nearly stationary Mesoscale Convective System (MCS) which impacted communities along the Balcones Escarpment from San Antonio to Austin with almost continuous rainfall for up to 36 hours. By Saturday afternoon, homes along the Guadalupe River from Canyon Lake to Seguin were being washed off their foundations. Over 30 inches of rain was estimated over a small area south of San Marcos in 36- hours. -
San Marcos River Data Report
San Marcos River Data Report February 2011 Prepared by: Texas Stream Team River Systems Institute Texas State University – San Marcos This report was prepared in cooperation with the Texas Commission on Environmental Quality and relevant Texas Stream Team Program Partners. Funding for the Texas Stream Team is provided by a grant from the Texas Commission on Environmental Quality and the U.S. Environmental Protection Agency. Table of Contents Introduction ................................................................................................................................................ 1 Water Quality Parameters .......................................................................................................................... 2 Water Temperature ................................................................................................................................................................ 2 Dissolved Oxygen .................................................................................................................................................................... 3 Conductivity ............................................................................................................................................................................. 3 pH ............................................................................................................................................................................................. 4 Water Clarity .......................................................................................................................................................................... -
2008 Basin Summary Report San Antonio-Nueces Coastal Basin Nueces River Basin Nueces-Rio Grande Coastal Basin
2008 Basin Summary Report San Antonio-Nueces Coastal Basin Nueces River Basin Nueces-Rio Grande Coastal Basin August 2008 Prepared in cooperation with the Texas Commission on Environmental Quality Clean Rivers Program Table of Contents List of Acronyms ................................................................................................................................................... ii Executive Summary ............................................................................................................................................. 1 Significant Findings ......................................................................................................................................... 1 Recommendations .......................................................................................................................................... 4 1.0 Introduction ................................................................................................................................................... 5 2.0 Public Involvement ....................................................................................................................................... 6 Public Outreach .............................................................................................................................................. 6 3.0 Water Quality Reviews .................................................................................................................................. 8 3.1 Water Quality Terminology