2021 Engineer Advisers (EA) Report for Calendar Year 2020
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Nm Report 4-2-13.Indd
New Mexico TIM PALMER Rio Chama. Cover: Rio Grande. Letter from the President ivers are the great treasury of noted scientists and other experts reviewed the survey design, and biological diversity in the western state-specifi c experts reviewed the results for each state. RUnited States. As evidence mounts The result is a state-by-state list of more than 250 of the West’s that climate is changing even faster than we outstanding streams, some protected, some still vulnerable. The feared, it becomes essential that we create Great Rivers of the West is a new type of inventory to serve the sanctuaries on our best, most natural rivers modern needs of river conservation—a list that Western Rivers that will harbor viable populations of at-risk Conservancy can use to strategically inform its work. species—not only charismatic species like salmon, but a broad range of aquatic and This is one of 11 state chapters in the report. Also available are a terrestrial species. summary of the entire report, as well as the full report text. That is what we do at Western Rivers Conservancy. We buy land With the right tools in hand, Western Rivers Conservancy is to create sanctuaries along the most outstanding rivers in the West seizing once-in-a-lifetime opportunities to acquire and protect – places where fi sh, wildlife and people can fl ourish. precious streamside lands on some of America’s fi nest rivers. With a talented team in place, combining more than 150 years This is a time when investment in conservation can yield huge of land acquisition experience and offi ces in Oregon, Colorado, dividends for the future. -
July 31, 2019 Chair Karen Dunning Vice
July 31, 2019 Chair Karen Dunning Vice- Chair Joaquin Baca Mike A. Hamman, PE CEO and Chief Engineer 1 2 EL VADO DAM On the Rio Chama - For water storage COCHITI DAM ANGOSTURA Diversion Weir ISLETA Diversion Weir SAN ACACIA Diversion Weir Bosque del Apache Refuge 3 MRGCD Priorities Meet irrigation demands while improving system efficiencies to prepare for shortages Keep Ag lands in production through use of water banking and protecting water rights Operate to minimize debt under the RG Compact. Comply with 2016 BiOp to provide ESA coverage to MRGCD and other water users in the Rio Grande basin. Perform numerous capital improvements including repairing El Vado Dam and constructing engineered levees in the urbanizing areas. Improve and expand inter-governmental partnerships to develop joint projects and leverage funding. 4 2012 to 2018 Hydrology Five of seven years were below average to much below average annual flows at the Otowi gage. 2018 was the lowest runoff since 1956. Rio Grande basin has been in Article VII storage restrictions for most of this period so the District stored allocated relinquishment credit water @El Vado Dam. District exhausted all San Juan-Chama supplies in 2018. San Juan-Chama Project shortages occurred in 2014 - 2018. The District released from El Vado in the fall to Elephant Butte in recent years to reduce potential NM RG Compact debits. 5 Upper Rio Grande Snowpack 2016 -19 6 2019 Water Operations Flows at Otowi gage are on target to exceed 1.5 M a-f making this the third highest runoff season on record. -
El Vado Reservoir 2007 Sedimentation Survey
El Vado Reservoir 2007 Sedimentation Survey U.S. Department of the Interior Bureau of Reclamation Technical Service Center Denver, Colorado July 2008 El Vado Reservoir 2007 Sedimentation Survey prepared by Ronald L. Ferrari U.S. Department of the Interior Bureau of Reclamation Technical Service Center Water and Environmental Resources Division Sedimentation and River Hydraulics Group Denver, Colorado July 2008 ACKNOWLEDGMENTS The Bureau of Reclamation's (Reclamation) Sedimentation and River Hydraulics (Sedimentation) Group of the Technical Service Center (TSC) prepared and published this report. Ronald Ferrari of the Sedimentation Group and Sharon Nuanes of the Water Resources Planning and Operations Support Group of the TSC conducted the bathymetry survey of the reservoir in June of 2007. Anthony Vigil of Reclamation’s Albuquerque Area Office of the Upper Colorado Region was the study coordinator with additional field support provided by Chama Field Division personnel. Ron Ferrari completed the data processing to generate the new reservoir topography and resulting area-capacity tables. Kent Collins of the Sedimentation Group performed the technical peer review of this documentation. 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. Reclamation Report This report was produced by the Bureau of Reclamation’s Sedimentation and River Hydraulics Group (Mail Code 86-68240), PO Box 25007, Denver, Colorado 80225-0007, www.usbr.gov/pmts/sediment/. -
El Vado Dam Seepage Reduction Modifications
El Vado Dam Seepage Reduction Modifications Middle Rio Grande Project, New Mexico Upper Colorado Basin U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado March 15, 2021 This page intentionally left blank. El Vado Dam Seepage Reduction Modifications Middle Rio Grande Project, New Mexico Solicitation No. SECTION C - DESCRIPTION / SPECIFICATIONS TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 14 10 Use of Site 01 14 12 Work Restrictions 01 14 20 Reservoir Operations 01 31 13 Project Coordination 01 31 19 Project Management 01 31 30 Contract Document Management System 01 31 35 Onsite Video System 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 52 10 Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 35 Oil Spill Prevention 01 57 50 Tree and Plant Protection 01 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents DIVISION 02 - EXISTING CONDITIONS 02 21 30 Survey Benchmarks 02 83 30 Removal and Disposal of Coatings Containing Regulated Metals Table of Contents 00 01 10 - 1 El Vado Dam Seepage Reduction Modifications Middle Rio Grande Project, New Mexico Solicitation No. -
Rio Chama Flow Project Hough Short in Length, the Rio Chama Is Among the Most Regulated Tstretches of River in the West
Improving River Management for People & Wildlife he Rio Chama is a river of both beauty and significance that rises in the San TJuan Mountains and flows 130 miles to its confluence with the Rio Grande. It runs through spruce and pine-clad slopes, colorful sandstone mesas and rich farming valleys. As the largest tributary in the upper Rio Grande basin, its flows have long supplied water to ancient pueblo people, traditional acequias and modern users, here and throughout the Rio Grande Valley. During the past century, the river became the subject of intensive water development. El Vado (1935), Abiquiu (1963) and Heron (1974) reservoirs captured the abundance of spring runoff to regulate water supplies throughout the year. Legal regimes have thus grown up to govern the division of the Chama’s water, transforming the river from dependency on local and natural forces to one whose flows now respond to a complex of distant administrative mandates. These institutions enforce the on-going alteration of the river’s basic, life-sustaining processes. river’s natural flow regime – its seasonality, Avolume and duration of its rise and fall over time – sustains native biodiversity and the integrity of aquatic and riparian ecosystems. Flow is the key serve to maintain today’s socio-economic benefits? process that supports a healthy river, enabling a river Could they fulfill some of the river’s unrealized to provide valuable services – clean water, flood potential, while also recovering a measure of its lost storage, groundwater recharge, abundant wildlife, values in the El Vado to Abiquiu reach? healthy riparian forests and recreation. -
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. -
2. Action Area: Overview of Project Components and Water Operations 2.1 Action Area
Joint Biological Assessment Part I – Water Management 2. Action Area: Overview of Project Components and Water Operations 2.1 Action Area The project area is the area where Reclamation’s and the non-Federal entities’ proposed actions occur, while the action area is defined as “all areas to be affected directly or indirectly by the Federal action and not merely the immediate area involved in the action” (50 Code of Federal Regulations [CFR] 402.02). For this BA, the project area and action area are considered to be the same. The action area for this consultation includes Heron Reservoir and Willow Creek downstream from Heron Dam, the Rio Chama downstream from the confluence with Willow Creek, and in the Rio Grande from the Velarde downstream to San Marcial above the full reservoir pool of Elephant Butte Reservoir (figure 1). The lateral extent of the action area generally is defined by the riverside drains and associated levees located to the east and west of the main stem of the river. In situations where levees do not exist on either or both sides, the lateral extents are confined by the historical flood plain (geological constraints, such as terraces and rock outcroppings or anthropogenic constraints, such as irrigation facilities). The river mile (RM) designations used in this document are those included in the 2002 controlled aerial photography. Caballo Dam is considered RM 0, and mile designations increase in an upstream direction. 2.2 Overview of Project Components This section provides background on the SJC Project and the MRG Project, which is necessary to identify the nature and limitations of both Reclamation’s discretionary actions and non-Federal actions. -
Water Resources of the Middle Rio Grande 38 Chapter Two
THE MIDDLE RIO GRANDE TODAY 37 Infrastructure and Management of the Middle Rio Grande Leann Towne, U.S. Bureau of Reclamation any entities are involved in water management lands within the Middle Rio Grande valley from M in the Middle Rio Grande valley from Cochiti to Cochiti Dam to the Bosque del Apache National Elephant Butte Reservoir. These entities own and Wildlife Refuge. The four divisions are served by operate various infrastructure in the Middle Rio Middle Rio Grande Project facilities, which consist of Grande valley that are highly interconnected and ulti- the floodway and three diversion dams, more than mately affect water management of the Rio Grande. 780 miles of canals and laterals, and almost 400 miles This paper describes major hydrologic aspects of the of drains. Users are served by direct diversions from Middle Rio Grande valley, including water manage- the Rio Grande and from internal project flows such ment activities of the U.S. Bureau of Reclamation, as drain returns. These irrigation facilities are operated major infrastructure of the Middle Rio Grande Project and maintained by MRGCD. (including the Low Flow Conveyance Channel), and focusing on issues downstream of San Acacia COCHITI DIVISION Diversion Dam. Although other entities such as municipalities have significant water management Project diversions from the Rio Grande begin at responsibilities in the Middle Rio Grande valley, they Cochiti Dam, through two canal headings that serve will not be addressed in this paper. the Cochiti Division. The Cochiti East Side Main and The Middle Rio Grande Conservancy District, a Sile Main canals deliver water to irrigators on both political subdivision of the state of New Mexico, was sides of the Rio Grande. -
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