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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. -
Deposition and Chemistry of Bottom Sediments in Cochiti Lake, North-Central New Mexico
DEPOSITION AND CHEMISTRY OF BOTTOM SEDIMENTS IN COCHITI LAKE, NORTH-CENTRAL NEW MEXICO U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 99-4258 Prepared in cooperation with the PUEBLO DE COCHITI DEPOSITION AND CHEMISTRY OF BOTTOM SEDIMENTS IN COCHITI LAKE, NORTH-CENTRAL NEW MEXICO By Jennifer T. Wilson and Peter C. Van Metre U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 99-4258 Prepared in cooperation with the PUEBLO DE COCHITI Albuquerque, New Mexico 2000 CONTENTS Page Abstract.................................................................................................................................................................................. 1 Introduction ........................................................................................................................................................................... 1 Purpose and scope ....................................................................................................................................................... 1 Methods ....................................................................................................................................................................... 3 Quality control............................................................................................................................................................. 3 Deposition of bottom sediment............................................................................................................................................. -
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. -
History of the Rio Grande Reservoirs in New Mexico: Legislation and Litigation
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2007 History of the Rio Grande Reservoirs in New Mexico: Legislation and Litigation Susan Kelly UNM School of Law, Utton Center Iris Augusten Joshua Mann Lara Katz Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Kelly, Susan; Iris Augusten; Joshua Mann; and Lara Katz. "History of the Rio Grande Reservoirs in New Mexico: Legislation and Litigation." (2007). https://digitalrepository.unm.edu/uc_rio_chama/28 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]. SUSAN KELLY, IRIS AUGUSTEN, JOSHUA MANN & LARA KATZ* History of the Rio Grande Reservoirs in New Mexico: Legislation and Litigation" ABSTRACT Nearly all of the dams and reservoirson the Rio Grandeand its tributaries in New Mexico were constructed by the federal government and were therefore authorized by acts of Congress. These congressionalauthorizations determine what and how much water can be stored, the purposesfor which water can be stored, and when and how it must be released. Water may be storedfor a variety of purposes such as flood control, conservation storage (storing the natural flow of the river for later use, usually municipal or agricultural),power production, sediment controlfish and wildlife benefits, or recreation. The effect of reservoir operations derived from acts of Congress is to control and manage theflow of rivers. -
1 Written Testimony Submitted to the United States Senate Committee On
Written Testimony Submitted to the United States Senate Committee on Energy and Natural Resources on S. 1012 New Mexico Drought Preparedness Act of 2017 Respectfully Submitted By Mike A. Hamman, PE Chief Executive Officer Middle Rio Grande Conservancy District Rio Grande Water Development in New Mexico The Upper Rio Grande originates in the San Juan and Sangre de Cristo mountain ranges in southern Colorado and northern New Mexico. It bisects the San Luis Valley in Colorado and the entire state of New Mexico with this reach culminating at Fort Quitman, Texas. This portion of the Rio Grande is administered under the Rio Grande Compact by a federal appointee and three Commissioners from Colorado, New Mexico and Texas with support from the United States Geological Survey, the Bureau of Reclamation, and the Army Corps of Engineers. The annual mean flow as measured at the Otowi gage in New Mexico is 1 million acre-feet with wide variation, ranging from 250,000 to 2.5 million acre-feet. Irrigated agriculture consists of approximately 600,000 acres in Colorado, 200,000 acres in New Mexico, 100,000 acres in Texas. Additionally, up to 60,000 acre-feet is delivered to lands within the Republic of Mexico via the Rio Grande Project under the 1906 Convention between the United States and Mexico. The predominate crop due to climate, water supplies and labor considerations is alfalfa. Other crops include potatoes, chilé, corn, fruit, onions and pecans. There is an improving ‘farm to table’ market serving a demand for locally produced agricultural products ranging from lettuces to melons as well as organically grown products particularly near and in municipalities. -
Intro and Background
A RIVER IN TRANSITION: GEOMORPHIC AND BED SEDIMENT RESPONSE TO COCHITI DAM ON THE MIDDLE RIO GRANDE, BERNALILLO TO ALBUQUERQUE, NEW MEXICO BY RICHARD M. ORTIZ B.S. , EARTH AND PLANETARY SCIENCES, UNIVERSITY OF NEW MEXICO, 2000 THESIS Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science Earth and Planetary Sciences The University of New Mexico Albuquerque, New Mexico December, 2004 DEDICATION I dedicate my thesis to my parents Sam and Jan Ortiz and to my advisor Dr. Grant Meyer. My Mom and Dad provided infinite amounts of love and encouragement which helped pull me through times when I thought this project would never get finished. They put up with numerous moments of frustration and despair. Without their undying love, patience and support I would not be the man I am today. Grant has had undying faith and infinite patience with me during this study. When I started this project my knowledge of Geomorphology was very limited. Grant took a chance and allowed me to study under his guidance. He has taught me many things over the last few years; from the basic fundamentals of fluvial geomorphology and the importance of understanding surficial processes and their effects on local and regional geomorphic settings, to the perfection of a draw stroke and a fly cast. Not only has he been a great mentor, he has been a great friend and colleague. He has always treated me with respect, listened to my interpretations and ideas, and gently guided me in the right direction. It has been a pleasure and an honor to work under the tutelage of such a well respected process geomorphologist. -
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. -
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. -
Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis
Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis Upper Colorado Region Albuquerque Area Office Technical Services Division Middle Rio Grande Project, NM August 2018 Mission Statements The mission of the Department of the Interior is to protect and manage the Nation’s natural resources and cultural heritage; provide scientific and other information about those resources; and honor 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. Page 2 Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis Middle Rio Grande Project, NM Technical Services Division Albuquerque Area Office Upper Colorado Region Report Prepared by: Aubrey Harris, PE, Hydraulic Engineer Michelle Klein, PE, Hydraulic Engineer Chi Bui, PE, Sr. Hydraulic Engineer Report Reviewed by: Robert Padilla, PE, DWRE, Supervisory Civil (Hydraulic) Engineer Ari Posner, PhD, Physical Scientist Mark Nemeth, PE, PhD, Technical Services Division Manager Cover Picture: Taken by Chi Bui in July 2017. At RM 199 (BB-342) east bank, looking downstream on the Rio Grande, located on Sandia Pueblo. Page 3 Contents 0.0 Executive Summary .............................................................................................................. 7 0.1 Content Guide .................................................................................................................. -
El Vado Dam – Service Spillway Modification – Physical Model Study
Hydraulic Laboratory Report HL-2017-02 El Vado Dam – Service Spillway Modification – Physical Model Study U.S. Department of the Interior Bureau of Reclamation Technical Service Center Hydraulic Investigations and Laboratory Services Group Denver, Colorado April 2017 Form Approved REPORT DOCUMENTATION PAGE OMB No. 0704-0188 The public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (0704-0188), 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. 1. REPORT DATE (DD-MM-YYYY) 2. REPORT TYPE 3. DATES COVERED (From - To) 04-27-2017 Hydraulics Laboratory Report January 2016-January 2017 4. TITLE AND SUBTITLE 5a. CONTRACT NUMBER El Vado Dam – Service Spillway Modification - Physical NA Model Study 5b. GRANT NUMBER NA 5c. PROGRAM ELEMENT NUMBER NA 6. AUTHOR(S) 5d. PROJECT NUMBER NA Bryan J. Heiner 5e. TASK NUMBER Christopher C. Shupe NA 5f. WORK UNIT NUMBER NA 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8.