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An Archaeological Assessment of Boerne City Park, Kendall County, Texas
AN ARCHAEOLOGICAL ASSESSMENT OF BOERNE CITY PARK, KENDALL COUNTY, TEXAS Thomas C. Kelly and Thomas R. Hester Center for Archaeological Research The University of Texas at San Antonio Archaeological Survey Report, No. 21 1976 AN ARCHAEOLOGICAL ASSESSMENT OF BOERNE CITY PARK, KENDALL COUNTY, TEXAS Thomas C. Kelly and Thomas R. Hester Center for Archaeological Research The University of Texas at San Antonio Archaeological Survey Report, No. 21 1976 TABLE OF CONTENTS Page Introduction 1 The Survey 1 Results of the Survey 3 Conclusions and Recommendations 6 References Cited 8 INTRODUCTION As part of its planning for development of Boerne City Park, the Advisory Board of the Boerne Parks and Recreation Department authorized an archaeological assessment of the park area in May, 1976. The assessment was carried out by the Center for Archaeological Research at The University of Texas at San Antonio, and was supervised by the authors. We wish to thank Dr. Dewey D. Davis, Chairman, Park Advisory Board, for his assistance during this project. THE SURVEY The scope of our investigation at Boerne City Park can be best described as "cultural resources reconnaissance" (General Rules of Practice and Procedure 1976), to determine the presence and signifi cance of any archaeological or historical resources that might lie within the park boundaries. Particular attention was paid to those areas of the park that might be modified through future development. Previous archaeological research in Kendall County has been summarized by Bass and Hester (1975; see also Kelly and Hester 1976); a check of the Center1s files and those of the Texas Archaeological Research Laboratory, The University of Texas at Austin, revealed that no archaeological or historical sites had been previously documented in the park. -
Affected Environment Technical Report
IH 35 PEL Study Affected Environment Technical Report Prepared by: Texas Department of Transportation Alamo Regional Mobility Authority May 2013 Table of Contents 1. Introduction and Environmental Setting .......................................................................................... 1 2. Land Use and Planning ...................................................................................................................... 2 2.1 Methodology ................................................................................................................................. 2 2.2 Existing Conditions and Local Government Plans and Policies ..................................................... 2 2.2.1 Existing Land Uses Specific to the Study Area .............................................................................. 3 2.2.2 Local Government Plans and Policies ........................................................................................... 4 3. Socioeconomic Factors including Population, Minority Population, and Employment ................... 6 3.1 Legal and Regulatory Context ....................................................................................................... 6 3.1.1 Environmental Justice ................................................................................................................... 6 3.1.2 Limited English Proficiency ........................................................................................................... 8 3.2 Methodology ................................................................................................................................ -
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 . -
Summary of Hydrologic Data for the Lower San Antonio River Sub-Basin
Technical Study Summaries: Lower San Antonio River Hydrologic Data Median flows in Lower San Antonio River have increased over 60 years The amount of water flowing in the Lower San Antonio River during median flow conditions has increased over the past 60 years, according to data collected from a gage maintained by the US Geological Survey. As shown in the figure below, the median flow of the river at Goliad, TX has increased for each day of the year when comparing values from the time periods 1940-1969 and 1970- 2007. The hydrologic character of the basin can be analyzed using similar techniques and data from a network of USGS gages within the Lower San Antonio River system. The relative location of gages currently maintained by the USGS is shown in the map below. A list of current and historical gages of interest to this is study is also provided. 800 1970 to 2007 700 1940 to 1969 600 500 400 [cfs] Discharge 300 200 100 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oc t Nov Dec Figure 1. Median of daily discharge values for USGS gage #08188500, San Antonio River at Goliad. Figure 2. Relative location of current USGS stream gages in the San Antonio River Basin. Table 1. Historical and Current USGS Gages of Interest in the Lower San Antonio River Sub-basin. Earliest Latest Median Drainage Gage # Gage Name Record Record Flow (cfs) Area (mi2) 08181800 San Antonio Rv nr Elmendorf , TX 1962 Present 326 1,743 08182500 Calaveras Ck nr Elmendorf, TX 1954 1971 77.2 08183200 San Antonio Rv nr Floresville, TX 2006 Present 1,964 08183000 San Antonio Rv at -
Proceedings of the Trans-Pecos Wildlife Conference
Proceedings of the Trans-Pecos Wildlife Conference August 1-2, 2002 Sul Ross State University Alpine, Texas Edited by: Louis A. Harveson, Patricia M. Harveson, and Calvin Richardson Recommended Citation Formats: Entire volume: Harveson, L. A., P. M. Harveson, and C. Richardson. eds. 2002. Proceedings of the Trans-Pecos Wildlife Conference. Sul Ross State University, Alpine, Texas. For individual papers: Richardson, C. 2002. Comparison of deer survey techniques in west Texas. Pages 62- 72 in L. A. Harveson, P. M. Harveson, and C. Richardson, eds. Proceedings of the Trans-Pecos Wildlife Conference. Sul Ross State University, Alpine, Texas. © 2002. Sul Ross State University P.O. Box C-16 Alpine, TX 79832 PROCEEDINGS OF THE TRANS-PECOS WILDLIFE CONFERENCE TABLE OF CONTENTS PLENARY: MANAGING WEST TEXAS WILDLIFE ........................................................................... 2 TEXAS PARKS & WILDLIFE'S PRIVATE LANDS ASSISTANCE PROGRAM...................................................3 UPLAND GAME BIRD MANAGEMENT............................................................................................. 8 ECOLOGY AND MANAGEMENT OF GAMBEL’S QUAIL IN TEXAS ..............................................................9 ECOLOGY AND MANAGEMENT OF MONTEZUMA QUAIL ........................................................................11 IMPROVING WILD TURKEY HABITAT ON YOUR RANCH ........................................................................15 PANEL DICUSSION: CAN WE MAINTAIN BLUE QUAIL NUMBERS DURING DROUGHT? .........................21 -
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). -
Upper Cibolo Creek, Final Report, Volume 1
Impairment Verification Monitoring—Volume 1: Physical, and Chemical Components Segment 1908 Upper Cibolo Creek Prepared for Total Maximum Daily Load Program Texas Commission on Environmental Quality P.O. Box 13087, MC - 150 Austin, Texas 78711-3087 By James S. Bonner, Ph.D., Principal Investigator F.J. Kelly, M. Beaman and R. Wilkinson Conrad Blucher Institute for Surveying and Science Texas A&M University-Corpus Christi 6300 Ocean Drive Corpus Christi, Texas 78412 Under Texas Engineering Experiment Station Project No. 32525-60880 CC Texas Commission on Environmental Quality Contract No.582-4-58897, Amendment 1 Questions concerning this quality assurance project plan should be directed to: Jim Bonner, Ph.D., P.E., Executive Director Conrad Blucher Institute for Surveying and Science Texas A&M University-Corpus Christi 6300 Ocean Drive Corpus Christi, Texas 78412-5503 (361) 825-2646 [email protected] Impairment Verification Monitoring—Volume 1: Physical, and Chemical Components Segment 1908 Upper Cibolo EXECUTIVE SUMMARY This report describes water quality data collected on Upper Cibolo Creek (Segment 1908) during the period from August 2002 through July 2004. It has been prepared for the Texas Commission on Environmental Quality (TCEQ) by the Conrad Blucher Institute for Surveying and Science (CBI) at Texas A&M University-Corpus Christi under an inter-agency contract between the TCEQ and the Texas Engineering Experiment Station. Upper Cibolo Creek is a 66-mile freshwater stream in the San Antonio River Basin that extends from the Missouri-Pacific railroad Bridge west of Bracken in Comal County to a point 0.9 miles (1.5 km) upstream of the confluence of Champee Springs in Kendall County. -
CWQM Updates Cibolo Creek—A Success Story
HDR-00070541 Table of Contents Table of Contents Executive Summary.............................................................................................................................................. ES-1 ES.1 Background...........................................................................................................................................ES-1 ES.1.1 Water Quality Standards..................................................................................................................ES-1 ES.1.2 Wastewater Treatment .....................................................................................................................ES-2 ES.2 Cibolo Creek Monitoring......................................................................................................................ES-2 ES.3 Water Quality Modeling.......................................................................................................................ES-3 ES.3.1 Modeling Results .............................................................................................................................ES-4 ES.4 Conclusions ..........................................................................................................................................ES-4 Section 1 Introduction ............................................................................................................................................. 1-1 1.1 Purpose of Study ........................................................................................................................................ -
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 -
Documentation of Public Meetings
Documentation of Public Meetings Project Location Bexar County, Guadalupe County Interstate 10 (I-10) 0535-01-074; 0025-02-215; 0025-03-097 Project Limits Loop 1604 to State Highway (SH) 130 Meeting Locations Ray D. Corbett Junior High School 12000 Ray Corbett Dr. Schertz, TX 78154 Seguin City Coliseum 950 S. Austin St. Seguin, TX 78155 Meeting Date and Time October 24, 2017; 5:30 to 7:30 p.m. November 6, 2017; 5 to 7 p.m. Translation Services Spanish (upon request) Elected Officials in Attendance All attended second meeting Chris Rangel, City of Seguin Fonda Mathis, City of Seguin Don Keil, City of Seguin Jeannette “Jet” Crabb, City of Seguin Donna Dodgen, City of Seguin Kyle Kutscher, Guadalupe County John Harrison, office of State Representative Barbara Gervin-Hawkins Total Number of Attendees (approx.) 128, Meeting 1: 50, Meeting 2: 71 Total Number of Commenters 35 760.07.TEM Contents A. Comment/response matrix B. Notices a. Mailed elected official letter and fact sheet b. Elected official mailing list c. Mailed adjacent property owner postcard d. Adjacent property owners mailing list e. Mailed/emailed notifications to stakeholder groups f. Stakeholder group contact list g. Newspaper ads h. Online i. Venue message sign j. TxDOT changeable message boards C. Sign-in sheets D. Comments received E. Open House materials a. Exhibit boards b. Rolling presentation slides c. Meeting photos F. Description of project modifications resulting from public meeting 760.07.TEM A. Comment/response Matrix 760.07.TEM Commenter Commenter Date Source Comment Topic Response Number Name Received Access to FM 78 seems not too good. -
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.