Missing Water: the Uses and Flows of Water in the Colorado River Delta Region
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Section 3.3 Geology Jan 09 02 ER Rev4
3.3 Geology and Soils 3.3.1 Introduction and Summary Table 3.3-1 summarizes the geology and soils impacts for the Proposed Project and alternatives. TABLE 3.3-1 Summary of Geology and Soils Impacts1 Alternative 2: 130 KAFY Proposed Project: On-farm Irrigation Alternative 3: 300 KAFY System 230 KAFY Alternative 4: All Conservation Alternative 1: Improvements All Conservation 300 KAFY Measures No Project Only Measures Fallowing Only LOWER COLORADO RIVER No impacts. Continuation of No impacts. No impacts. No impacts. existing conditions. IID WATER SERVICE AREA AND AAC GS-1: Soil erosion Continuation of A2-GS-1: Soil A3-GS-1: Soil A4-GS-1: Soil from construction existing conditions. erosion from erosion from erosion from of conservation construction of construction of fallowing: Less measures: Less conservation conservation than significant than significant measures: Less measures: Less impact with impact. than significant than significant mitigation. impact. impact. GS-2: Soil erosion Continuation of No impact. A3-GS-2: Soil No impact. from operation of existing conditions. erosion from conservation operation of measures: Less conservation than significant measures: Less impact. than significant impact. GS-3: Reduction Continuation of A2-GS-2: A3-GS-3: No impact. of soil erosion existing conditions. Reduction of soil Reduction of soil from reduction in erosion from erosion from irrigation: reduction in reduction in Beneficial impact. irrigation: irrigation: Beneficial impact. Beneficial impact. GS-4: Ground Continuation of A2-GS-3: Ground A3-GS-4: Ground No impact. acceleration and existing conditions. acceleration and acceleration and shaking: Less than shaking: Less than shaking: Less than significant impact. -
The Colorado River Imperial Valley Soils
THE COLORADO RIVER and IMPERIAL VALLEY SOILS I I ' ' '' ' ' '"' ' A CHRONICLE OF IMPERIAL VALLEY'S CONTINUING FIGHT AGAINST SALT FOREW ORD Elsewhere In the Untied States, soil conservation dlstricte - lormed as a result of referendum by landowners - are governed by an elected board ol directors. In Imperial Valley, Imperial lrriqatlon Dlatrict functions a.s the SoU Conservation District under a unique memorandum of aqreement with the U.S. Department of Aqr;culture. Soil conservotlon policy Ia ael by the District board which also aerves as a soli conservation board. Soil scl.ontlata. en91n..•r• and con&41rvatlonlsts provide technical assistance to farmers. Soil engineering lnforma1ton and survey da1a, prepared by either the liD or SCS, are freely interchanged. The Dlatrict provides clerical and office facllJUes lor SCS, as well as pub!Jc Information 01818tance. Silt and Salt Imperial Valley, the winter qreenhouse of the nation. has be&n oonqu.,rtng the pro!> !ems and obstacles tha1 have tendad to discourage Ita formers sin~ 1901. In 1900, thta was a bo11en deMrl. Wllh the construction ol a heading on the Colorado River, 60 mllos east ol the Valley, irrigation wa1er was brought lnto the thirsty d·-rt In 1901. This au~sful dlv"r slon ol water through o con ...... ~«-..l••·•t "' * or· VIIYOnc:e canol, many miles of which were In Mexico, was enJoyed (or the brief period of only four years before trouble developed. Looldnf eouth.. thl• oeriol •lew .atowa the beodworb of tl:•• AJI. A flood on the Colorado River washed out the control wor;ca Amenccm Cc:ma.L Tb• Colorado IU•tr ia ot left. -
Cultural Landscape Planning: the Mexicali Valley, Mexico
The Sustainable City VII, Vol. 1 457 Cultural landscape planning: the Mexicali Valley, Mexico R. I. Rojas-Caldelas1, C. A. Pena-Salmon1 & J. Ley-Garcia2 1Faculty of Architecture and Design, Autonomous University of Baja California, Mexicali, México 2Institute of Research in Social Sciences, Autonomous University of Baja California, Mexicali, México Abstract Initiating around the eighties, the academic training of landscape architects in Mexico is quite recent compared with the tradition in Europe and the U.S. Also new, is the development of landscape research conducted mainly by geographers, urban planners and other professionals trained in natural sciences, whose work is primarily oriented to land use management for urban development and conservation of natural resources or cultural heritage purposes. However, the issue of the cultural landscape in Mexico has been little explored and lacks any integrated and multidisciplinary methodology to bring together social, cultural and natural processes for study. Therefore, this work focuses on the presentation of an appropriate methodology to address the issue of the evolving cultural landscape of the Valley of Mexicali. This work has been developed into three stages: characterization, multiple assessment of landscape and integration of strategies for their management. Thus progress will be presented for the characterization of physical units, landscape components through pictures, visual and spatial patterns of landscape that structure the region and its settlements. As a partial result it was found that multi-valued zones visually and spatially exist in the Mexicali Valley, as well as activities that give character and differentiate it from other agricultural areas of Baja California. Keywords: cultural landscape, landscape assessment methodologies, visual and spatial assessment, sustainable landscape planning. -
Cultural Resource Inventory for the Vega SES LLC Solar Additional 80-Acres Project, Imperial County, California
Cultural Resource Inventory for the Vega SES LLC Solar Additional 80-Acres Project, Imperial County, California Prepared for: Vega SES, LLC 750 W. Main Street El Centro, California 92243 Prepared by: Joel Lennen, M.A., RPA ASM Affiliates, Inc. 2034 Corte del Nogal Carlsbad, California 92011 USGS 7.5-minute Mount Signal; approximately 80 acres Keywords: Imperial County, Mount Signal USGS 7.5’ Quad, West Mesa, West Side Main Canal, Fern Canal, Fig Drain, Wormwood Canal and Drain, Drew Road, PN 27970 December 2017 Table of Contents TABLE OF CONTENTS Chapter Page MANAGEMENT SUMMARY ................................................................................ iii 1. INTRODUCTION ............................................................................................. 1 PROJECT DESCRIPTION AND LOCATION .................................................................. 1 STUDY PERSONNEL .................................................................................................... 1 2. SETTING ......................................................................................................... 6 NATURAL SETTING ...................................................................................................... 6 Geology and Soils ...................................................................................................... 6 Climate ...................................................................................................................... 6 Topography .............................................................................................................. -
Etched Magazine, January 2015 Issue
MAGAZINE ([SHULHQFH7KH6RXWKZHVWFRP OUTDOOR Finding Common Ground 2015 PRESERVATION &2//$%25$7,21RECREATION $3.95 U.S. #theevolutionofelan Finding Common Ground PRESERVATION&2//$%25$7,21 RECREATION contents options art lovers a conversation with greg istock 18 creating art, music, and life in abstracts the art of interior design 22 artisans who bring function and style to life the allure of watercolor 26 an historical perspective through the eyes (and brush) of roland lee soul searchers the dark night of the soul 30 a space in time where new life begins let’s try some civility 32 the longing for meaningful (and civil) conversation adventure in wellness 34 a “dream” vacation that truly benefits mind, body, and soul adventure seekers the day we set the colorado river free 41 a grand experiment in ecological restoration boots and burgers 50 a deliciously novel hiking and dining guide concrete to canyons 58 when inner city students step foot into zion desert dwellers building ice age park 62 a prehistoric venture takes shape in urban style story keepers 66 expectations historic structures: in every issue the mouthpiece of history the green that turned golden 70 etched in time 8 the 50th anniversary of leaving their mark 10 dixie red hills golf course #theevolutionofelan 12 experiencethesouthwest.com 13 saving an oasis 74 meditations 14 the collaboration of preservation snapshots 92 and recreation in southern utah culture creators the hills are alive 80 a journey through the years of making music on our cover community arts and Writer, Rowan Jacobsen events information 84 Photography By: Fred Phillips the people, the places, the dates, the vibe...the culture of southern utah leaving their mark FINDING COMMON GROUND EXPERIENCE volume 9 – issue 1 ENJOY THE OUTDOOR ISSUE AWARENESS EDUCATE 2015 PRESERVE Darci Hansen Founder Editor in Chief │ │ Laurie James Design Editor ROWAN JACOBSEN writes about place and how it shapes ecosystems, │ │ cultures, cuisines, and us. -
The Lining of the All-American Canal
The Lining of the All American Canal: Effects on Mexico Construction of the All-American Canal, 1935 (top), 1939 (bottom), José Luis Castro-Ruiz and Vicente Sánchez- and 1936 (background). Courtesy of Munguía – El Colegio de la Frontera Norte U.S. Bureau of Reclamation. n 1988, the U.S. Congress approved 7.3 million acre-feet (maf) annually in Law 100-675, authorizing the equal parts, creating high expectations for Secretary of the Interior to line the the economic transformation of the region. All-American Canal (AAC) along a I The Alamo Canal experienced a number 23-mile section in the southern Imperial Valley of California. Lining the canal was of difficulties in the years that followed. expected to save an estimated 70,000 acre- An inability to control canal volumes from feet of water per year lost to seepage the Colorado River resulted in a series where the canal traverses sand dunes. The of floods from 1905 to 1907, affecting Mexican government quickly filed an the cities of Mexicali and Calexico and informal complaint through the Mexican agricultural areas on both sides of the section of the International Boundary and border, and creating the Salton Sea. These Water Commission (IBWC), claiming conditions, together with the dependence potential harm to water users in the of the canal operation on Mexican Most evident is a potential decrease in Mexicali Valley, and noting that the United policy changes, moved Imperial Valley static levels of the Mexicali Aquifer, States was legally obligated by Minute 242 users to lobby for their own access to which depends mostly on AAC seepage to notify Mexico of any changes affecting the Colorado. -
06-14-11 2010 Coachella UWMP Draft
2010 URBAN WATER MANAGEMENT PLAN City of Coachella Prepared By: TKE Engineering and Planning 2305 Chicago Avenue Riverside, CA 92507 (951) 680-0440 Draft June 2011 City of Coachella 2010 Urban Water Management Plan TABLE OF CONTENTS Section Page Acronyms and Abbreviations .............................................................................. ACR-1 1 Urban Water Management Plan Preparation 1.1 Purpose and UWMP Summary ............................................................ 1-1 1.2 Agency Coordination and Public Participation ....................................... 1-2 1.3 UWMP Update Preparation ................................................................... 1-4 1.4 UWMP Adoption, Submittal, and Implementation .................................. 1-4 2 System Description 2.1 Service Area Description ....................................................................... 2-1 2.1.1 Facilities ....................................................................................... 2-3 2.1.2 Climate ......................................................................................... 2-5 2.2 Service Area Population ........................................................................ 2-5 2.2.2 Demographics .............................................................................. 2-6 3 System Demands 3.1 Water Demands .................................................................................... 3-1 3.1.1 Past and Current Water Use ........................................................ 3-1 3.1.2 Water Demand -
Imperial Irrigation Decision Support System Summary Report
Draft Imperial Irrigation Decision Support System Summary Report Prepared for Imperial Irrigation District December 2001 2525 Airpark Drive Redding, California In Association with: Keller-Bliesner Engineering Davids Engineering Colorado State University Allen Engineering Contents Section Page 1.0 Introduction.........................................................................................................................1-1 IID Irrigation and Drainage Systems................................................................................1-1 Water Transfer Basics..........................................................................................................1-4 Imperial Irrigation Decision Support System..................................................................1-5 IID System Representation....................................................................................1-5 IIDSS Purpose .........................................................................................................1-5 Peer Review..........................................................................................................................1-6 2.0 Design of the Imperial Irrigation Decision Support System.....................................2-1 Irrigation System Overview...............................................................................................2-1 Delivery System......................................................................................................2-3 On-farm System......................................................................................................2-3 -
Imperial Irrigation District Final EIS/EIR
Contents Contents Section Page Preface/Abstract.................................................................................................................................iii List of Tables .....................................................................................................................................xv List of Figures .................................................................................................................................. xxi Acronyms.......................................................................................................................................xxvii Glossary ..........................................................................................................................................xxxv Executive Summary ......................................................................................................................ES-1 Introduction .....................................................................................................................ES-1 Project Background and History...................................................................................ES-2 Project Overview .............................................................................................................ES-3 Project Purpose, Need, and Objectives ........................................................................ES-6 Other Proposed Agreements, Plans, and Projects Related to Resources Affected by the Proposed Project..........................................................................ES-9 -
All-American Canal Lining Project
Supplemental Information Report All-American Canal Lining Project Prepared by: U.S. Bureau of Reclamation January 12, 2006 Executive Summary The lining of the All-American Canal (AAC) has been considered for decades, and in 1988 Public Law 100-675 authorized the Secretary of the Interior (Secretary) to construct a parallel lined canal or to otherwise recover the seepage from the canal using construction funds from California water agencies entitled to the use of Colorado River water. In April of 1994, Reclamation completed a Final Environmental Impact Statement/Environmental Impact Report for the AAC Lining Project (AAC Final EIS/EIR) that analyzed various alternatives to implement Public Law 100-675. The Record of Decision (ROD) for the Project was signed on July 29, 1994, and selected construction of a 23-mile parallel canal as the means to conserve approximately 67,700 acre-feet of seepage from the AAC. For a variety of reasons, non-Federal funding for implementation of the Project was unavailable, and agreements on funding sources and the allocation of water conserved by the Project remained unresolved for a number of years after execution of the ROD. As a result of an intensive effort to require California to limit its use of Colorado River water in a normal year to its legal apportionment (and limit its historic overuse of Colorado River water), a series of agreements were signed in 2002 and 2003. Funding for the AAC Lining Project was authorized by the California Legislature in September 2003. Final designs for the AAC Lining Project were initiated in 2004 and largely completed in early January 2006. -
Field Trip Log Gulf of California Rift System: Laguna Salda-Valles Chico-San Feli- Pe, Baja California, México
Geos, Vol. 28, No. 1, Septiembre, 2008 FIELD TRIP LOG GULF OF CALIFORNIA RIFT SYSTEM: LAGUNA SALDA-VALLES CHICO-SAN FELI- PE, BAJA CALIFORNIA, MÉXICO Francisco Suárez-Vidal Departamento de Geologia División de Ciencias de la Tierra CICESE Oblique rifts, in which rift margins are oblique to the direction of continental separation, are reasonably common in mo- dern record, e.g. the Red Sea and Gulf of Aden, the Tanganyika-Malawi-Rukwa rifts and the Gulf of California (McKenzie et al., 1970; Rosendhal et al., 1992; Stoke and Hodges, 1989; Manighetti et al., 1998; Nagy and Stock, 2000; Persaud, P., 2003; Persaud, et al., 2003). Although, how the oblique rift evolves is not well known. Oblique rifting remain poorly understand relative to those orthogonal rifts, where the rift margins are approximately perpendicular to the extension direction, and to strike-slip system (Axen and Fletcher, 1998). The Gulf of California is perhaps the best modern example of oblique continental rifting where we can study the pro- cesses of such rifting as they lead to the interplate transfer of a continental fragment. This area presents unique op- portunities for understanding key processes at transtensional plate margins, which is important for energy and mineral exploration, as well as for interpretation of tectonics ancient continental margins (Umhoefer and Dorsey, 1997). One of the main features along the length of the gulf is the fault system which connects active basins (incipient spreading centers) from south to north (Fig 1). Two main structural regions are defined. From the mouth of the gulf to the latitude of the Tiburon and Angel de La Guardia Islands several basins bathymetrically are well expressed, among them; the Pescaderos, Farallon, Carmen, Guaymas, San Pedro Martir and Salsipudes Basins. -
Salton Sea Hydrological Modeling and Results
TECHNICAL REPORT Salton Sea Hydrological Modeling and Results Prepared for Imperial Irrigation District October 2018 CH2M HILL 402 W. Broadway, Suite 1450 San Diego, CA 92101 Contents Section Page 1 Introduction ....................................................................................................................... 1-1 2 Description of Study Area .................................................................................................... 2-1 2.1 Background ...................................................................................................................... 2-1 2.2 Salton Sea Watershed ...................................................................................................... 2-2 3 SALSA2 Model Description .................................................................................................. 3-1 3.1.1 Time Step ............................................................................................................ 3-2 3.2 Air Quality Mitigation and Habitat Components Incorporated into SALSA2 ................... 3-2 3.3 Simulations of Water and Salt Balance ............................................................................ 3-4 3.3.1 Inflows ................................................................................................................. 3-4 3.3.2 Consumptive Use Demands and Deliveries ........................................................ 3-4 3.3.3 Salton Sea Evaporation ......................................................................................