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Filiberto Cortez, Bureau of Reclamation
Lower Rio Grande Project Operating Agreement: Settlement of Litigation SURFACE WATER OPPORTUNITIES IN NEW MEXICO 2008 OCTOBER NEW MEXICO WATER RESOURCES RESEARCH INSTITUTE Filiberto (Bert) Cortez, a native of El Paso, Texas, attended Bel Air High school and served in the U.S. Air Force during the Vietnam War era. While completing a B.S. in civil engineering at the University of Texas at El Paso, he began working for the Rio Grande Project, Bureau of Reclamation, and upon graduation worked as a staff engineer with the Project. Over the course of his career he has held various positions in the El Paso office, which include design engineer, hydraulic engineer, safety engineer, information resources coordinator, and planning engineer. Bert is now the manager of the El Paso office, which manages the water supplies for the Rio Grande Project. He is the principal Reclamation representative in various negotiations on water operations procedures, water rights adjudications, negotiation conversions of irrigation water to municipal and industrial water use, and resolution of environmental issues. Lower Rio Grande Project Operating Agreement: Settlement of Litigation Filiberto Cortez Bureau of Reclamation 10737 Gateway West, Suite 350 El Paso, TX 79935 I want to start off by thanking WRRI for inviting me dore Roosevelt recognized the flood/drought reality to speak at this conference. The people here are at the and supported the establishment of the U.S. Reclama- top of the water industry and I appreciate being includ- tion Services. As somebody mentioned earlier, we were ed with them. I was looking forward to the conference originally part of the Geological Services, so we come because I was going to be last on the agenda and I was from the same agency but were separated out. -
Rio Grande Project
Rio Grande Project Robert Autobee Bureau of Reclamation 1994 Table of Contents Rio Grande Project.............................................................2 Project Location.........................................................2 Historic Setting .........................................................3 Project Authorization.....................................................6 Construction History .....................................................7 Post-Construction History................................................15 Settlement of the Project .................................................19 Uses of Project Water ...................................................22 Conclusion............................................................25 Suggested Readings ...........................................................25 About the Author .............................................................25 Bibliography ................................................................27 Manuscript and Archival Collections .......................................27 Government Documents .................................................27 Articles...............................................................27 Books ................................................................29 Newspapers ...........................................................29 Other Sources..........................................................29 Index ......................................................................30 1 Rio Grande Project At the twentieth -
Calendar Year 2016 Report to the Rio Grande Compact Commission
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2016 Calendar Year 2016 Report to the Rio Grande Compact Commission Dick Wolfe Colorado Tom Blaine New Mexico Patrick R. Gordon Texas Hal Simpson Federal Chairman Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Wolfe, Dick; Tom Blaine; Patrick R. Gordon; and Hal Simpson. "Calendar Year 2016 Report to the Rio Grande Compact Commission." (2016). https://digitalrepository.unm.edu/uc_rio_chama/72 This Report is brought to you for free and open access by the The Utton Transboundary Resources Center at UNM Digital Repository. It has been accepted for inclusion in Law of the Rio Chama by an authorized administrator of UNM Digital Repository. For more information, please contact [email protected], [email protected], [email protected]. Calendar Year 2016 Report to the Rio Grande Compact Commission Colorado New Mexico Texas Dick Wolfe Tom Blaine Patrick R. Gordon Federal Chairman Hal Simpson U. S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico March 2017 MISSION STATEMENTS The Department of the Interior protects and manages the Nation's natural resources and cultural heritage; provides scientific and other information about those resources; and honors its trust responsibilities or special commitments to American Indians, Alaska Natives, and affiliated island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Cover photo – Overbank flow at habitat restoration site on the Sevilleta NWR during 2016 spring pulse (Dustin Armstrong, Reclamation) Calendar Year 2016 Report to the Rio Grande Compact Commission U. -
Installation of Fencing, Lights, Cameras, Guardrails, and Sensors Along the American Canal Extension El Paso District Elpaso, Texas
ENVIRONMENTAL ASSESSMENT INSTALLATION OF FENCING, LIGHTS, CAMERAS, GUARDRAILS, AND SENSORS ALONG THE AMERICAN CANAL EXTENSION EL PASO DISTRICT ELPASO, TEXAS Lead Agency: U.S. Department of Justice Immigration and Naturalization Service Washington, D.C. Prepared in Conjunction with: HDR Engineering, Inc. Alexandria, VA. Apri11999 Environmental Assessment - Fencing & Lighting Along American Canal Extension El Paso Border Patrol/INS SUMMARY PROJECT SPONSOR: U.S. Department of Justice Immigration and Naturalization Service (INS) COMMENTS DUE TO: Manuel M. Rodriguez Chief, Policy & Planning Facilities & Engineering Immigration & Naturalization Service U.S. Department of Justice 425 Eye Street, N.W. Room 2060 Washington, D.C. 20536 Phone.: (202) 353-0383 Fax: (202) 353-8551 TIERING: This Environmental Assessment is tiered from the "Final Programmatic Environmental Impact Statement for JTF-6 Activities Along the U.S./Mexico Border (Texas, New Mexico, Arizona and California)", dated August 1994, prepared for the INS. PROPOSED ACTION: TheEl Paso Sector of the United States Border Patrol, the law enforcement arm of the INS, proposes to install fencing, lights, cameras, guardrails and sensors along portions of the American Canal Extension in El Paso, TX. The Proposed Action directly supports the mission of the Border Patrol (BP), and will provide considerable added safety to the field personnel. The project is located near the Rio Grande River in northwestern Texas. All of the project is within the city limits of El Paso. The majority of the Project Location is along a man made canal and levee system. Portions of the canal are at times adjacent to industrial areas, downtown El Paso, and mixed commercial with limited residential development. -
Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13
Prepared in cooperation with the New Mexico Environment Department and the New Mexico Interstate Stream Commission Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13 Scientific Investigations Report 2016–5006 U.S. Department of the Interior U.S. Geological Survey Cover: Left, Flood irrigation of pecan orchards in the Rio Grande Project area, New Mexico, June 2014. Right, Dry Rio Grande riverbed near Selden Canyon, New Mexico, December 2014. Bottom, Irrigation conveyance and gate with row crops in the background, Rio Grande Project area, New Mexico, June 2014. U.S. Geological Survey photographs by Jessica M. Driscoll. Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13 By Jessica M. Driscoll and Lauren R. Sherson Prepared in cooperation with the New Mexico Environment Department and the New Mexico Interstate Stream Commission Scientific Investigations Report 2016–5006 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Director U.S. Geological Survey, Reston, Virginia: 2016 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod/. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. -
143 Rio Grande Basin 08328500 Jemez Canyon Reservoir
RIO GRANDE BASIN 143 08328500 JEMEZ CANYON RESERVOIR NEAR BERNALILLO, NM ° ° 1 1 LOCATION.--Lat 35 23'40", long 106 32'50", in SW ⁄4 SW ⁄4 sec.32, T.14 N., R.4 E., Sandoval County, Hydrologic Unit 13020202, at corner of outlet works control tower of Jemez Canyon Dam on Jemez River, 2.8 mi upstream from mouth, and 6.0 mi north of Bernalillo. DRAINAGE AREA.--l,034 mi2. PERIOD OF RECORD.--October 1953 to September 1965 (monthend contents only), October 1965 to current year. GAGE.--Water-stage recorder. Datum of gage is National Geodetic Vertical Datum of 1929 (levels by U.S. Army Corps of Engineers). REMARKS.--Reservoir is formed by earthfill dam, completed Oct. 19, 1953. Capacity, 172,800 acre-ft, from capacity table adapted Jan. 1, 1999, between elevations 5,125.0 ft, sill of outlet gates, and 5,252.3 ft, operating deck of spillway. Maximum controlled capacity, 102,700 acre-ft at elevation 5,232.0 ft (floor of spillway, which is located about 0.8 mi south of dam). Capacity by original survey was 189,100 acre-ft. Original plan for reservoir operation was to desilt all flow above 30 ft3/s by storage for one day before releasing to Rio Grande, and for possible detention during flood stage on Rio Grande. U.S. Army Corps of Engineers satellite telemetry at station. COOPERATION.--Records provided by U.S. Army Corps of Engineers. EXTREMES FOR PERIOD OF RECORD.--Maximum contents, 72,110 acre-ft, June 1, 1987, elevation, 5,220.24 ft; no storage most of time prior to Mar. -
Final Environmental Assessment on the Rio Grande Rectification Project
FINAL ENVIRONMENTAL ASSESSMENT RIO GRANDE RECTIFICATION PROJECT: FLOOD CONTROL IMPROVEMENTS INTERNATIONAL DAM TO RIVERSIDE DIVERSION DAM, EL PASO COUNTY, TEXAS United States Section, International Boundary and Water Commission El Paso, Texas COVER SHEET FINAL ENVIRONMENTAL ASSESSMENT AND FINDING OF NO SIGNIFICANT IMPACT RIO GRANDE RECTIFICATION PROJECT FLOOD CONTROL IMPROVEMENTS INTERNATIONAL TO RIVERSIDE DIVERSION DAM Lead Agency: United States Section, International Boundary and Water Commission Proposed Action: Raising the approximate 15-mile International to Riverside Diversion Dam Levee System in El Paso, El Paso County, Texas to meet current requirements for flood control. Report Designation: Environmental Assessment Abstract: The United States Section of the International Boundary and Water Commission (USIBWC) is preparing an Environmental Assessment (EA) for a proposed action to raise the levee system from International Dam to Riverside Diversion Dam. The levee system under consideration for this EA, approximately 15-miles long, is located entirely in El Paso County, Texas. The levee reach is one of the priority areas within the Rio Grande Rectification Project targeted for flood control improvements. The need for improvements to the levee system was determined by hydraulic modeling completed by the USIBWC in 2003. The USIBWC hydraulic study for this reach indicated that an increase in levee height would be required to meet design criteria for flood protection. The range of increase is from 0.5 to 2.5 feet for an approximate 8.14-mile levee segment. The increase in levee height would expand the levee footprint by lateral extension of the structure. Levee footprint increases in this reach will occur within the USIBWC right-of-way and extend primarily toward the riverside of the existing levee. -
Baseline Report Rio Grande-Caballo Dam to American Dam FLO-2D Modeling, New Mexico and Texas
Baseline Report Rio Grande-Caballo Dam to American Dam FLO-2D Modeling, New Mexico and Texas Prepared for: United States Section International Boundary and Water Commission (USIBWC) Under IBM 92-21, Task IWO #31 Prepared by: U.S. Army Corps of Engineers (Prime Contractor) Albuquerque District Subcontractors: Mussetter Engineering, Inc., Fort Collins, Colorado Riada Engineering, Inc., Nutruiso, Arizona September 4, 2007 Table of Contents Page 1. INTRODUCTION ................................................................................................................1.1 1.1. Project Objectives ......................................................................................................1.1 1.2. Scope of Work............................................................................................................1.1 1.3. Authorization ..............................................................................................................1.3 2. GEOMORPHOLOGY..........................................................................................................2.1 2.1. Background ................................................................................................................2.1 2.2. Pre-Canalization Conditions.......................................................................................2.1 2.3. Canalization Project ...................................................................................................2.1 2.4. Subreach Delineation.................................................................................................2.3 -
Information to Users
Application of a ground-water flow model to the Mesilla Basin, New Mexico and Texas Item Type text; Thesis-Reproduction (electronic) Authors Hamilton, Susan Lynne, 1964- Publisher The University of Arizona. Rights Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. Download date 26/09/2021 10:15:39 Link to Item http://hdl.handle.net/10150/278362 INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter face, while others may be from any type of computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand corner and continuing from left to right in equal sections with small overlaps. Each original is also photographed in one exposure and is included in reduced form at the back of the book. -
FLO-2D Model Development Below Caballo Dam URGWOM
FLO-2D Model Development Below Caballo Dam URGWOM Final Report on FLO-2D Model Development Submitted to: U.S. Army Corps of Engineers Albuquerque District Delivery Order DM01 Contract DACW09-03-D-0003 Prepared by: Tetra Tech, Inc. 6121 Indian School Road, NE Albuquerque, New Mexico October 3, 2005 Table of Contents Page Introduction..................................................................................................................................... 1 FLO-2D Model Development......................................................................................................... 1 Data Acquisition and Review – Hydrologic Data .................................................................... 1 Caballo Reservoir Flood Release ....................................................................................... 2 Design Storm Selection ...................................................................................................... 3 HEC-1 Hydrologic Model Application for Inflow Flood Hydrographs............................. 4 Rainfall Loss Estimate and Excess Runoff ........................................................................ 5 HEC-2 Model Results......................................................................................................... 5 Data Acquisition – Sediment Supply Analysis and Review ...................................................... 6 Data Acquisition – Diversions and Return Flows .................................................................. 11 Data Acquisition and Preparation -
Table of Contents
Calendar Year 2014 Report to the Rio Grande Compact Commission Colorado New Mexico Texas Dick Wolfe Tom Blaine Patrick R. Gordon Federal Chairman Hal Simpson U. S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico March 2015 MISSION STATEMENTS The mission of the Department of the Interior is to protect and provide access to our Nation's natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Cover photo – NM 346 Bridge, July 26, 2014 (Daniel Clouser, MRGCD, Belen, NM) Calendar Year 2014 Report to the Rio Grande Compact Commission U. S. Department of the Interior Bureau of Reclamation March 2014 Information contained in this document regarding commercial products or firms may not be used for advertising or promotional purposes and is not an endorsement of any product or firm by the Bureau of Reclamation. Table of Contents Table of Contents ........................................................................................................................... i List of Figures ............................................................................................................................... iii List of Tables ............................................................................................................................... -
Final Conceptual Restoration Plan
Conceptual Restoration Plan and Cumulative Effects Analysis, Rio Grande—Caballo Dam to American Dam, New Mexico and Texas Prepared for: United States Section International Boundary and Water Commission (USIBWC) Under (MOU) IBM 92-21, IWO No. 31 Prepared by: U.S. Army Corps of Engineers Albuquerque District Fort Collins, Colorado Nutrioso, Arizona March 5, 2009 08Table of Contents Page 1. INTRODUCTION............................................................................................................ 1.1 1.1. Project Objectives .............................................................................................. 1.1 1.2. Scope of Work.................................................................................................... 1.1 2. SUMMARY OF BASELINE CONDITIONS..................................................................... 2.1 2.1. Baseline Geomorphology ................................................................................... 2.1 2.2. Baseline Hydrologic Analysis ............................................................................. 2.3 2.3. Baseline FLO-2D Hydraulic Analysis.................................................................. 2.7 2.4. Baseline Sediment-continuity Analysis............................................................. 2.10 2.5. Baseline Ecological Conditions ........................................................................ 2.12 2.5.1. General .................................................................................................... 2.12 2.5.2.