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Lead and Arsenic Contamination by a Smelter Plant Located in the Mexico-USA Boundary Area
Lead and Arsenic Contamination by a Smelter Plant Located in the Mexico-USA Boundary Area F.E. Porras Hernández 1, M.T. Alarcón Herrera 2, A. Granados Olivas 1, and I.R. Martin Domínguez 2. 1Civil and Environmental Engineering Department, Autonomous University of Ciudad Juarez (UACJ), Autonomous University of Ciudad Juarez, Ave of Charro 450 North Ciudad Juárez, México 2Environment and Energy Department, Advanced Materials Research Center (CIMAV), Chihuahua, Mexico Key Words: contamination, soil, arsenic, lead, smelting Summary The ASARCO smelter, located in El Paso del Norte border region between Chihuahua (Mexico) and Texas and New Mexico (United States of America), was working for approximately 100 years, mainly in the casting of metals. The direct impacts to soil and water due to the emissions coming out from the smelter are considered in this study. It is assumed that during the period of its operation, the plant continuously released lead, cadmium and arsenic to the atmosphere. This research is limited to an area enclosed in 5 km-perimeter circle, Ciudad Juarez included. A geospatial analysis, using a digital-thematic cartography, is presented. The types of soil in the area of interest included variables such as: geology, topography, surface hydrology and regional climate. Taking the main chimney of the smelter as a center, the study area is enclosed into concentric circles with radii that range from 500 m up to 5000 m. Within this area, 160 soil samples of 0.60 m depth and 160 soil samples of 0.05 m were collected. The lab analysis of the samples showed that after the closing of the plant, 10 years ago, the pollution of soil by arsenic and lead still remains in some points near the main Chimney. -
El Paso Del Norte: a Cultural Landscape History of the Oñate Crossing on the Camino Real De Tierra Adentro 1598 –1983, Ciudad Juárez and El Paso , Texas, U.S.A
El Paso del Norte: A Cultural Landscape History of the Oñate Crossing on the Camino Real de Tierra Adentro 1598 –1983, Ciudad Juárez and El Paso , Texas, U.S.A. By Rachel Feit, Heather Stettler and Cherise Bell Principal Investigators: Deborah Dobson-Brown and Rachel Feit Prepared for the National Park Service- National Trails Intermountain Region Contract GS10F0326N August 2018 EL PASO DEL NORTE: A CULTURAL LANDSCAPE HISTORY OF THE OÑATE CROSSING ON THE CAMINO REAL DE TIERRA ADENTRO 1598–1893, CIUDAD JUÁREZ, MEXICO AND EL PASO, TEXAS U.S.A. by Rachel Feit, Heather Stettler, and Cherise Bell Principal Investigators: Deborah Dobson-Brown and Rachel Feit Draft by Austin, Texas AUGUST 2018 © 2018 by AmaTerra Environmental, Inc. 4009 Banister Lane, Suite 300 Austin, Texas 78704 Technical Report No. 247 AmaTerra Project No. 064-009 Cover photo: Hart’s Mill ca. 1854 (source: El Paso Community Foundation) and Leon Trousset Painting of Ciudad Juárez looking toward El Paso (source: The Trousset Family Online 2017) Table of Contents Table of Contents Chapter 1. Introduction ........................................................................................................................ 1 1.1 El Camino Real de Tierra Adentro ....................................................................................................... 1 1.2 The Oñate Crossing in Context .............................................................................................................. 1 ..................................................................... -
Geomorphology and American Dams: the Scientific, Social, and Economic Context
Geomorphology 71 (2005) 3–26 www.elsevier.com/locate/geomorph Geomorphology and American dams: The scientific, social, and economic context William L. Graf Department of Geography, University of South Carolina, Columbia, SC 29208, USA Received 13 November 2002; received in revised form 11 May 2004; accepted 12 May 2004 Available online 31 May 2005 Abstract American geomorphologic research related to dams is embedded in a complicated context of science, policy, economics, and culture. Research into the downstream effects of large dams has progressed to the point of theory-building, but generalization and theory-building are from this research because (1) it is highly focused on a few locations, (2) it concerns mostly very large dams rather than a representative sample of sizes, (3) the available record of effects is too short to inform us on long-term changes, (4) the reversibility of changes imposed by dam installation and operation is unknown, and (5) coordinated funding for the needed research is scarce. In the scientific context, present research is embedded in a history of geomorphology in government service, with indistinct boundaries between bbasic and appliedQ research. The federal policy that most strongly influences present geomorphological investigations connected with dams is related to habitat for endangered species, because the biological aspects of ecosystems are directly dependent on the substrate formed by the sediments and landforms that are influenced by dams. The economic context for research includes large amounts of public funds for river restoration, along with substantial private investments in dams; and geomorphology is central to these expensive issues. The cultural context for research is highly contentious and dominated by advocacy procedures that include intense scrutiny of any geomorphologic research related to dams. -
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 -
Dam Safety in the United States: a Progress Report on the National
NDSP_Biennial_06-07.qxp 3/9/2009 10:30 AM Page c1 Dam Safety in the United States A Progress Report on the National Dam Safety Program Fiscal Years 2006 and 2007 FEMA P–759/February 2009 NDSP_Biennial_06-07.qxp 3/9/2009 10:30 AM Page c2 Cover photo courtesy: Folsom Dam, CA Bureau of Reclamation NDSP_Biennial_06-07.qxp 3/9/2009 10:30 AM Page i Preface Dams are a vital part of our Nation’s infrastructure, • encourage acceptable engineering policies and providing economic, environmental, and social benefits, procedures to be used for dam site investigation, i including hydroelectric power, river navigation, water design, construction, operation and maintenance, and supply, wildlife habitat, waste management, flood control, emergency preparedness; and recreation.The benefits of dams, however, are countered by the risks they can present. In the event of a • encourage the establishment and implementation of dam failure, the potential energy of the water stored behind effective dam safety programs in each state based on even a small dam is capable of causing loss of life, state standards; significant property damage, and an extended period of denial of the services dams provide. • develop and encourage public awareness projects to increase public acceptance and support of state dam For almost 30 years, reducing the risk of dam failure has safety programs; been the cornerstone and driving force of the National Dam Safety Program.The purpose of the National Dam • develop technical assistance materials for federal and Safety Program, as expressed -
El Paso Federal Flood Assessment Conference Proceedings Report
Federal Flood Assessment Conference Recommendations and Proceedings September 6, 2006 Convened by Congressman Silvestre Reyes 16th Congressional District of Texas Organized by Peter Brock, Community Liaison, El Paso Office of the 16th Congressional District of Texas 310 N. Mesa, Suite 400 El Paso, Texas 79901 Proceedings Editor: Dr. Ari Michelsen El Paso Agricultural Research Center Texas Agricultural Experiment Station Texas A&M University 1380 A&M Circle, El Paso, Texas 79927 915-859-9111 Participating Agencies and Organizations: NOAA, National Weather Service U.S. Geological Survey U.S. International Boundary and River Commission U.S. Army Corps of Engineers U.S. Bureau of Reclamation El Paso County Water Improvement District No. 1 Elephant Butte Irrigation District Department of Homeland Security Federal Emergency Management Agency Texas Department of Transportation U.S. Environmental Protection Agency Federal Flood Assessment Proceedings Table of Contents Background and Purpose ………………………………… page 3 Summary of Priority Recommendations ……………………….... 4 Conference Agenda ……………………………………………… 5 Agency and Organization Proceedings Reports ………………… 7 National Weather Service …………………………………. 8 U.S. Geological Survey ……………………………………. 11 U.S. International Boundary and River Commission ……... 12 U.S. Army Corps of Engineers…………………………….. 15 U.S. Environmental Protection Agency…………………… 19 U.S. Bureau of Reclamation………………………………. 23 El Paso County Water Improvement District No. 1………. 31 Elephant Butte Irrigation District…………………………. 34 Department of Homeland Security ……………………….. 36 Texas Department of Transportation……………………… 37 Federal Emergency Management Agency………………… 38 Full List of Agency Priority Recommendations…………………. 39 Participant List and Contact Information………………………… 44 Gauge Station Location and Operating Organization Maps.…... 46 Gauge Stations Along the Rio Grande ………….…….. 47 Gauge Stations in El Paso County…………………….... 48 Conference Power Point Presentations Appendix………………. -
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 -
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. -
Rio Grande Salinity Management Program: Preliminary Economic Impact Assessment
Rio Grande Salinity Management Program: Preliminary Economic Impact Assessment Ari M. Michelsen - Texas AgriLife Research Tom McGuckin – New Mexico State University Zhuping Sheng - Texas AgriLife Research Ron Lacewell - Texas A&M University Bobby Creel – New Mexico Water Resources Research Institute Prepared for the Rio Grande Salinity Management Coalition December 2009 TX AgriLife Research NMSU NMWRRI Support for this project was provided by the U.S. Army Corps of Engineers, Albuquerque Office, New Mexico Office of the State Engineer, Texas AgriLife Research, Texas Water Resources Institute, Texas A&M University System, New Mexico State University, New Mexico Water Resources Research Institute and USDA, CSREES, Rio Grande Basin Initiative. DISCLAIMER The United States Army Corps of Engineers and the New Mexico Interstate Stream Commission on behalf of the Rio Grande Salinity Management Coalition (Coalition), in part, funded the work herein reported. This document fulfills or partially fulfills a contractual requirement and was sought by and provided to the Coalition to help meet the goals of the Coalition. The work was also supported by Texas AgriLife Research, Texas A&M University System, New Mexico State University, New Mexico Water Resources Research Institute and the Cooperative State Research, Education, and Extension Service, U.S. Department of Agriculture under Agreement No. 2008-34461-19061. This report is the work of a contractor and the findings and conclusions in this report are those of the authors and do not necessarily represent the views of the funding agencies and the Coalition. Implementation of any recommendations or formal adoption of the information is subject to further consideration of the Coalition. -
Upper Rio Grande Basin: Finding Flexibility in Federal Reservoir System Operations Within the Web of Water Laws, Policies, and Institutions
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2001 Upper Rio Grande Basin: Finding Flexibility in Federal Reservoir System Operations Within the Web of Water Laws, Policies, and Institutions Gail Stockton William DeRagon Lisa Robert Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Stockton, Gail; William DeRagon; and Lisa Robert. "Upper Rio Grande Basin: Finding Flexibility in Federal Reservoir System Operations Within the Web of Water Laws, Policies, and Institutions." (2001). https://digitalrepository.unm.edu/uc_rio_chama/34 This Article 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]. Upper Rio Grande Basin: Finding Flexibility in Federal Reservoir System Operations Within the Web of Water Laws, Policies, and Institutions Gail Stockton *, William DeRagon **, Lisa Robert ***Ã *U.S. Army Corps of Engineers, Albuquerque District, 4101 Jefferson Plaza, NE, Albuquerque, NM 87109; PH (505) 342-3348; Fax (505) 343-3195; email:[email protected] **U.S. Army Corps of Engineers, Albuquerque District, 4101 Jefferson Plaza, NE, Albuquerque, NM; PH (505) 342-3358; Fax (505) 342-3668; email:[email protected] ***Upper Rio Grande Basin Water Operations Review and EIS Steering Committee, 35 Miguel Road, Los Lunas, NM 87031; PH (505) 865-1455, Fax (505) 865-1455; email:[email protected] Abstract. -
Report 2014–5197
Prepared in cooperation with the New Mexico Interstate Stream Commission Seepage Investigation on the Rio Grande from Below Caballo Reservoir, New Mexico, to El Paso, Texas, 2012 Scientific Investigations Report 2014–5197 U.S. Department of the Interior U.S. Geological Survey 2 1 3 4 Cover. 1. View of Westside Canal at Diversion at Mesilla Diversion Dam near Mesilla, New Mexico, June 27, 2012 (photograph by Jay Cederberg, U.S. Geological Survey). 2. View of Percha Dam recreation area at Caballo Lake State Park across Arrey Canal Diversion near Arrey, New Mexico, June 26, 2013 (photograph by Jay Cederberg, U.S. Geological Survey). 3. U.S. Geological Survey hydrologist Jay Cederberg conducting discharge measurement in Pence Lateral Wasteway 34A near Canutillo, Texas, June 28, 2012 (photograph by Rachel Powell, U.S. Geological Survey). 4. View downstream at Leasburg Main Canal near Radium Springs, New Mexico, June 27, 2012 (photograph by Jay Cederberg, U.S. Geological Survey). Seepage Investigation on the Rio Grande from Below Caballo Reservoir, New Mexico, to El Paso, Texas, 2012 By Mark A. Gunn and D. Michael Roark Prepared in cooperation with the New Mexico Interstate Stream Commission Scientific Investigations Report 2014–5197 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, Acting Director U.S. Geological Survey, Reston, Virginia: 2014 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. -
2021 Engineer Advisers (EA) Report for Calendar Year 2020
REPORT OF THE ENGINEER ADVISERS TO THE RIO GRANDE COMPACT COMMISSION FOR CALENDAR YEAR 2020 April 8, 2021 Because of the on-going, global COVID-19 pandemic the Engineer Advisers to the Rio Grande Compact Commission met via video conference on February 2, 2021 and between March 1 and March 5, 2021 to: • Receive reports; • Prepare the 2020 Rio Grande Compact (Compact) water accounting; • Discuss continuing and new issues in preparation for the 2021 annual meeting of the Rio Grande Compact Commission (Commission); and • Prepare the Engineer Advisers’ report. The Engineer Advisers received the participation of the U.S. Geological Survey (USGS), the U.S. Bureau of Reclamation (Reclamation), the U.S. Army Corps of Engineers (Corps), the U.S. Bureau of Indian Affairs (BIA), the International Boundary and Water Commission (IBWC), the U.S. Fish and Wildlife Service (Service), and the City of Santa Fe (Santa Fe) at the meetings. The agencies each presented information about their specific water-related activities in the basin during calendar year 2020. COMPACT ACCOUNTING The Engineer Advisers reviewed the streamflow and reservoir storage records and other pertinent data for the Upper Rio Grande Basin during calendar year 2020 and are again unable to reach a consensus on the accounting. The lack of consensus arises from a disagreement that began in 2011 amongst the Texas Engineer Adviser and the New Mexico and Colorado Engineer Advisers on the release of credit water by Reclamation from Elephant Butte Reservoir in late summer 2011. As a result, the Engineer Advisers have not reached consensus on how to finalize the 2011 through 2020 Compact Delivery accounting sheets for Colorado and New Mexico and 1 the Release and Spill from Project Storage accounting sheet.