NOTICE of PREPARATION Waterfix EIR for WSC Amendments
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San Luis Unit Project History
San Luis Unit West San Joaquin Division Central Valley Project Robert Autobee Bureau of Reclamation Table of Contents The San Luis Unit .............................................................2 Project Location.........................................................2 Historic Setting .........................................................4 Project Authorization.....................................................7 Construction History .....................................................9 Post Construction History ................................................19 Settlement of the Project .................................................24 Uses of Project Water ...................................................25 1992 Crop Production Report/Westlands ....................................27 Conclusion............................................................28 Suggested Readings ...........................................................28 Index ......................................................................29 1 The West San Joaquin Division The San Luis Unit Approximately 300 miles, and 30 years, separate Shasta Dam in northern California from the San Luis Dam on the west side of the San Joaquin Valley. The Central Valley Project, launched in the 1930s, ascended toward its zenith in the 1960s a few miles outside of the town of Los Banos. There, one of the world's largest dams rose across one of California's smallest creeks. The American mantra of "bigger is better" captured the spirit of the times when the San Luis Unit -
CALIFORNIA AQUEDUCT SUBSIDENCE STUDY San Luis Field Division San Joaquin Field Division
State of California California Natural Resources Agency DEPARTMENT OF WATER RESOURCES Division of Engineering CALIFORNIA AQUEDUCT SUBSIDENCE STUDY San Luis Field Division San Joaquin Field Division June 2017 State of California California Natural Resources Agency DEPARTMENT OF WATER RESOURCES Division of Engineering CALIFORNIA AQUEDUCT SUBSIDENCE STUDY Jeanne M. Kuttel ......................................................................................... Division Chief Joseph W. Royer .......................... Chief, Geotechnical and Engineering Services Branch Tru Van Nguyen ............................... Supervising Engineer, General Engineering Section G. Robert Barry .................. Supervising Engineering Geologist, Project Geology Section by James Lopes ................................................................................ Senior Engineer, W.R. John M. Curless .................................................................. Senior Engineering Geologist Anna Gutierrez .......................................................................................... Engineer, W.R. Ganesh Pandey .................................................................... Supervising Engineer, W.R. assisted by Bradley von Dessonneck ................................................................ Engineering Geologist Steven Friesen ...................................................................... Engineer, Water Resources Dan Mardock .............................................................................. Chief, Geodetic -
Cross Valley Canal Contractors Renewal of Conveyance Contracts Draft Environmental Impact Report June 2016
Cross Valley Canal Contractors Renewal of Conveyance Contracts Draft Environmental Impact Report June 2016 State Clearinghouse No. 2011051022 Cross Valley Canal Contractors Renewal of Conveyance Contracts EIR Document Information Prepared for Lower-Tule River Irrigation District Project Name Cross Valley Canal Contractors Renewal of Conveyance Contracts Draft Environmental Impact Report State Clearinghouse No. 2011051022 Project Manager Paul Wisheropp/Kendra Ryan Date June 2016, Draft Prepared for: Lower-Tule River Irrigation District 357 East Olive Avenue, Tipton, CA 93272 Prepared by: Cardno, Inc. 701 University Avenue, Suite 200, Sacramento, CA 95825 www.cardno.com Project Number 3230300100 June 2016, Draft Cardno, Inc. Document Information i CVC_DEIR_ 06292016_1 of 2.docx Cross Valley Canal Contractors Renewal of Conveyance Contracts EIR This Page Intentionally Left Blank ii Document Information Cardno, Inc. June 2016, Draft CVC_DEIR_ 06292016_1 of 2.docx Cross Valley Canal Contractors Renewal of Conveyance Contracts EIR Table of Contents Summary ............................................................................................................................... S-1 S.1 Introduction .......................................................................................................................S-1 S.1.1 Project Proponents and Background ................................................................S-1 S.2 Proposed Project ..............................................................................................................S-1 -
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2 Siqing Liu, Bob Suits DWR, Bay Delta Office, Modeling Support Branch 2011 CWEMF Annual Meeting, February 28 –March 2 1 Topics • Project objectives • Aqueduct System modeled • Assumptions / issues with modeling • Model results –Flows / Storage, EC, Bromide 2 Objectives Simulate Aqueduct hydraulics and water quality • 1990 – 2010 period • DSM2 Aqueduct version calibrated by CH2Mhill Achieve 1st step in enabling forecasting Physical System Canals simulated • South Bay Aqueduct (42 miles) • California Aqueduct (444 miles) • East Branch to Silverwood Lake • West Branch to Pyramid Lake (40 miles) • Delta‐Mendota Canal (117 miles) 4 Physical System, cont Pumping Plants Banks Pumping Plant Buena Vista (Check 30) Jones Pumping Plant Teerink (Check 35) South Bay Chrisman (Check 36) O’Neill Pumping-Generating Edmonston (Check 40) Gianelli Pumping-Generating Alamo (Check 42) Dos Amigos (Check 13) Oso (West Branch) Las Perillas (Costal branch) Pearblossom (Check 58) 5 Physical System, cont Check structures and gates • Pools separated by check structures throughout the aqueduct system (SWP: 66, DMC: 21 ) • Gates at check structures regulate flow rates and water surface elevation 6 Physical System, cont Turnout and diversion structures • Water delivered to agricultural and municipal contractors through diversion structures • Over 270 diversion structures on SWP • Over 200 turnouts on DMC 7 Physical System, cont Reservoirs / Lakes Represented as complete mixing of water body • -
Power and Energy Technical Report, DEIS
Draft Power and Energy Technical Report Shasta Lake Water Resources Investigation, California Prepared by: U.S. Department of the Interior Bureau of Reclamation Mid-Pacific Region U.S. Department of the Interior Bureau of Reclamation June 2013 Contents Contents Chapter 1 Affected Environment ....................................................................................... 1-1 Environmental Setting .............................................................................................................. 1-1 Shasta Lake and Vicinity ................................................................................................. 1-7 Upper Sacramento River (Shasta Dam to Red Bluff) ...................................................... 1-9 Lower Sacramento River and Delta ............................................................................... 1-10 CVP/SWP Service Areas ............................................................................................... 1-12 Chapter 2 Modeling Results ................................................................................................ 2-1 Chapter 3 Bibliography ....................................................................................................... 3-1 Tables Table 1-1. Central Valley Project Power Plants, Capacities, and Historical Annual Generation ................................................................................................................. 1-5 Table 1-2. Major State Water Project Facilities, Capacities, and Historical Power Generation -
Draft Upper San Joaquin River Basin Storage Investigation
Draft Feasibility Report Upper San Joaquin River Basin Storage Investigation Prepared by: United States Department of the Interior Bureau of Reclamation Mid-Pacific Region U.S. Department of the Interior Bureau of Reclamation January 2014 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. Executive Summary The Upper San Joaquin River Basin Storage This Draft Feasibility Report documents the Investigation (Investigation) is a joint feasibility of alternative plans, including a range feasibility study by the U.S. Department of of operations and physical features, for the the Interior, Bureau of Reclamation potential Temperance Flat River Mile 274 (Reclamation), in cooperation with the Reservoir. California Department of Water Resources Key Findings to Date: (DWR). The purpose of the Investigation is • All alternative plans would provide benefits to determine the potential type and extent of for water supply reliability, enhancement of Federal, State of California (State), and the San Joaquin River ecosystem, and other resources. regional interest in a potential project to • All alternative plans are technically feasible, expand water storage capacity in the upper constructible, and can be operated and San Joaquin River watershed for improving maintained. water supply reliability and flexibility of the • Environmental analyses to date suggest that water management system for agricultural, all alternative plans would be urban, and environmental uses; and environmentally feasible. -
APPENDIX B Alternatives Development
APPENDIX B Alternatives Development Introduction In 2001, the U.S. Department of the Interior, Bureau of Reclamation, Mid-Pacific Region (Reclamation), California Department of Water Resources (DWR), and Contra Costa Water District (CCWD) began appraisal-level studies of the potential to expand Los Vaquero Reservoir to address regional water supply reliability and water quality needs. Expansion of Los Vaqueros was one of five potential surface water storage projects identified by the CALFED Bay-Delta Program (CALFED) as warranting further study. The appraisal-level studies indicated that expanding the reservoir by as much as 400,000 acre-feet was technically feasible and could provide water quality and water supply reliability to Bay Area water agencies in the region and also provide potential benefits to fisheries sensitive to water management operations in the Sacramento-San Joaquin Delta (Delta). Reclamation was directed by the Omnibus Appropriations Act of 2003 to conduct a feasibility-level investigation of the potential expansion of Los Vaqueros Reservoir. This appendix contains a description of the comprehensive alternatives development process initiated after voters in the CCWD service area approved an advisory measure in 2004 to continue investigating the potential for expansion of Los Vaqueros Reservoir. The alternatives development process was based partly on the Project Concept Report (CCWD, 2002) and the Final Draft Planning Report (CCWD, 2004). The process resulted in the development of four action alternatives which are evaluated this Draft Environmental Impact Statement/Environmental Impact Report (EIS/EIR). The No Project/No Action Alternative is also discussed. The alternatives development process consisted of the following three steps: • Initial concepts • Initial plans • Alternatives development and refinement This appendix also includes a summary of the evaluation of alternative sites for project components including intakes, pipelines, and conveyance facilities that are included in the action alternatives. -
C1: Anderson Dam Seismic Retrofit*
C1: Anderson Dam Seismic Retrofit* About This Project Anderson Reservoir is currently limited to about 52% of its capacity due to seismic concerns, costing Santa Clara County valuable drinking water resources. This project covers earthquake retrofitting of Anderson Dam to improve reliability and safety, and returns the reservoir to its original storage capacity. Anderson Dam creates the county’s largest surface water reservoir—Anderson Reservoir— which stores local rainfall runoff and imported water from the Central Valley Project. The reservoir is an important water source for treatment plants and the recharge of the groundwater basin. Besides restoring drinking water supplies, the upgrade also supports compliance with environmental regulations. The District’s regular reservoir releases ensure that downstream habitat has healthy flows and temperatures to sustain wildlife. A breach of Anderson Dam at full capacity could have catastrophic consequences, including inundation of surrounding land more than 30 miles northwest to San Francisco Bay, and more than 40 miles southeast to Monterey Bay. In December 2016, the board was informed by the district that findings from the geotechnical and geologic investigations performed during the project’s design phase led to the conclusion that a more extensive dam retrofit than had originally been envisioned would have to be performed. Further, the Board was informed that the more extensive retrofit work would double the previous project’s estimated cost. The district presented the Board with a water supply cost-benefit analysis that showed the benefits of the more extensive retrofit project significantly outweighed the cost of not proceeding with the retrofit, which would require the district to purchase additional imported water every year to make up for the loss of long-term storage at Anderson Reservoir. -
Sites Reservoir Project Public Draft EIR/EIS
6. Surface Water Resources 6.1 Introduction This chapter describes Existing Conditions (the environmental setting) and Sites Reservoir Project (Project)-related changes to surface water resources in the Extended, Secondary, and Primary study areas. Detailed descriptions and maps of these three study areas are provided in Chapter 1 Introduction, and summarized descriptions are included in this chapter. Surface water resources generally include reservoirs, rivers, and diversions. Permits and authorizations for surface water resources are presented in Chapter 4 Environmental Compliance and Permit Summary. The regulatory setting for surface water resources is presented in Appendix 4A Environmental Compliance. This chapter also includes a description of the surface water supply facilities operations and resulting surface water resources characteristics of California’s major water systems that are relevant to the Project: the Central Valley Project (CVP), a federal project that is operated and maintained by the Bureau of Reclamation (Reclamation), the State Water Project (SWP), operated and maintained by the California Department of Water Resources (DWR), and associated tributary rivers and streams. A schematic showing the layout of these two water systems, with the relative location of the Project, is shown in Figures 6-1A, 6-1B, and 6-1C. A comparison of these characteristics has been made between the Existing Conditions/No Project/No Action Condition, and the four action alternatives (Alternatives A, B, C, and D). Unless noted, all numbers shown related to storages, flows, exports, and deliveries in this chapter are generated from the CALSIM II computer simulation model. Appendix 6A Modeling of Alternatives, Appendix 6B Water Resources System Modeling, and Appendix 6C Upper Sacramento River Daily River Flow and Operations Modeling describe the assumptions and the analytical framework used in the surface water modeling analyses. -
Sites Reservoir Project Public Draft EIR/EIS
31. Power Production and Energy 31.1 Introduction This chapter describes the existing electrical generation and transmission infrastructure, the electricity market structure, the electricity demand forecast for California, and the potential effects of the Sites Reservoir Project (Project) operations on future power production and use in the Extended, Secondary, and Primary study areas. Descriptions and maps of these three study areas are provided in Chapter 1 Introduction. Permits and authorizations for power production and energy resources are presented in Chapter 4 Environmental Compliance and Permit Summary. The regulatory setting for power production and energy resources is presented in Appendix 4A Environmental Compliance. This chapter focuses on the potential impacts to electric power demand and production that could result from operation of the Project. To the extent possible, these discussions are separated into the Extended, Secondary, and Primary study areas. However, due to the highly interconnected nature of the electric grid in the Western Interconnection (made up of all or parts of 14 states, two Canadian provinces, and part of Mexico), the effects of the Project on the delivery and use of electric power in that region are not necessarily limited to the defined geographic study areas but rather can affect areas throughout the western U.S. Other energy uses for the Project, including diesel use by construction machinery and electricity use at the Project’s recreation facilities, are also discussed (associated impacts to air quality from emissions are discussed in Chapter 24 Air Quality and Chapter 25 Climate Change and Greenhouse Gas Emissions). 31.1.1 Environmental Setting/Affected Environment Extended Study Area The Extended Study Area for this analysis includes all areas potentially affected by the changes to power grid operations caused by operation of the Project. -
The Potential Distribution and Abundance of Zebra Mussels in California
The Potential Distribution and Abundance of Zebra Mussels in California by Andrew N. Cohen and Anna Weinstein San Francisco Estuary Institute 1325 South 46th Street Richmond CA 94704 This report was funded by a grant from the CALFED Category III Steering Committee administered by the California Urban Water Agencies February 1998 Acknowledgments We wish to thank the many people who assisted us with this study, including: Eric Wilson, Cheryl Henley, and Ivy Fiebelman of the U.S. Environmental Protection Agency Region IX, for allowing us to draw on their time and technical expertise, and for providing much of the water quality data used in the analysis and mapping the results; Jeff Janik, Dan Peterson, and Heather Peterson of the California Department of Water Resources, Dr. Ladd Johnson of Laval University, Charles O’Neill of New York Sea Grant, Susan Nichols of the Great Lakes Science Center / U.S. Geological Survey, Barbara Doll of North Carolina Sea Grant, Diana Padilla of the State University of New York at Stony Brook, and Linda Drees of the U.S. Fish and Wildlife Service, for providing data, useful advice and thoughtful reviews; David Strayer of the Institute for Ecosystem Studies and Dr. James T. Carlton of Williams College/Mystic Seaport, for answering our many questions about zebra mussels; Douglas Ball of the Los Angeles Department of Water and Power, Patty Arneson of the Tahoe Research Group, David Crocker of the Metropolitan Water Agency, Rod Jung of the East Bay Municipal Utility District, Cindy Wong of the City and County -
Identifying Sources of Dissolved Organic Carbon in Agriculturally Dominated Rivers Using Radiocarbon Age Dating: Sacramento–San Joaquin River Basin, California
Biogeochemistry DOI 10.1007/s10533-009-9391-z Identifying sources of dissolved organic carbon in agriculturally dominated rivers using radiocarbon age dating: Sacramento–San Joaquin River Basin, California James O. Sickman • Carol L. DiGiorgio • M. Lee Davisson • Delores M. Lucero • Brian Bergamaschi Received: 11 February 2009 / Accepted: 23 October 2009 Ó The Author(s) 2009. This article is published with open access at Springerlink.com Abstract We used radiocarbon measurements of The age of bulk DOC transiting the rivers of dissolved organic carbon (DOC) to resolve sources of California’s Central Valley is the oldest reported for riverine carbon within agriculturally dominated land- large rivers and suggests wide-spread loss of soil scapes in California. During 2003 and 2004, average organic matter caused by agriculture and urbaniza- D14C for DOC was -254% in agricultural drains in tion. Using DAX 8 adsorbent, we isolated and the Sacramento–San Joaquin Delta, -218% in the measured 14C concentrations in hydrophobic acid San Joaquin River, -175% in the California State fractions (HPOA); river samples showed evidence of Water Project and -152% in the Sacramento River. bomb-pulse carbon with average D14C of 91 and 76% for the San Joaquin and Sacramento Rivers, respectively, with older HPOA, -204%, observed in agricultural drains. An operationally defined non- Electronic supplementary material HPOA fraction of DOC was observed in the San The online version of 14 this article (doi:10.1007/s10533-009-9391-z) contains Joaquin River with seasonally computed D C values supplementary material, which is available to authorized users. of between -275 and -687%; the source of this aged material was hypothesized to be physically J.