State Water Project: Aging Infrastructure
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Committee San Diego County Water Authority Board Meeting
San Diego County Water Authority Board Meeting Documents April 25, 2019 Committee Administrative and Finance Engineering and Operations Imported Water Legislation and Public Outreach Water Planning and Environmental Formal Board On April 9, Congress passed implementing legislation for the Drought Contingency Plan, capping years of collaborative efforts among the seven Colorado River Basin states and the Bureau of Page 1 of 146 Reclamation to minimize the impacts of long-term drought in the river basin. NOTICE TO THE PUBLIC BOARD OF DIRECTORS’ AND STANDING COMMITTEES’ REGULAR MEETING APRIL 25, 2019 BOARD ROOM WATER AUTHORITY HEADQUARTERS BUILDING 4677 OVERLAND AVENUE, SAN DIEGO, CALIFORNIA 1. UNIFIED AGENDA: This unified agenda provides a brief description of each item to be considered by the Board and its Administrative and Finance, Engineering and Operations, Imported Water, Legislation and Public Outreach, and Water Planning Committees. For convenience, the agenda for each of the Committees and for the formal Board meeting are stated separately; however, all agendas shall be considered as a single agenda and any item listed on the agenda of any Committee may be acted upon by the Board. All items on the agenda of any Committee, including information items, may be deliberated and become subject to action by the Board. 2. DOCUMENTS: Staff reports and any other public information provided to the Board or Committee before the meeting relating to items on the agenda are available for public review at the San Diego County Water Authority 4677 Overland Avenue San Diego, CA 92123 during normal business hours. Additional documents may be distributed at the meeting. -
Exhibit a Scope of Work Addendum 1 1
IFB# 10144736 Page 36 of 55 EXHIBIT A SCOPE OF WORK ADDENDUM 1 1. Contractor agrees to provide the Department of Water Resources (DWR) Southern Field Division (SFD), Maintenance and Repair of Card Readers and Gates as described herein. Department has the authority to add and remove equipment, and locations as deemed necessary. Any additional requested work will be serviced at the unit’s rates herein. 2. The services shall be performed at: Various Locations within Southern Field Division: a. William E. Warne Power Plant- North end of Pyramid Lake via Smokey Bear Road off Interstate 5, Gorman, California 93243 b. Oso Pumping Plant and Sub-Center - 300th Street West off Hwy 138 Gorman, California 93536 c. Alamo Power Plant -300th Street West off Hwy 138, Gorman, California 93536 d. Vista Del Lago Visitor Center - 35800 Vista Del Lago Road, Gorman, California 92343 e. Castaic- 31849 North Lake Hughes Road, Castaic, California 91384 f. Pearblossom O&M - 34534 116th Street East, Pearblossom, California 93553 g. Devil Canyon Power Plant - 6900 Devil Canyon Road, San Bernardino, California 92407 h. Mojave Siphon Power Plant -16001 Highway 173, Hesperia, California 92345 i. Cedar Springs Sub Center – 16051 State Highway 173, Hesperia, California 92345 j. Greenspot Pumping Station - Greenspot Road, Highland, California 92346 k. Crafton Hills Pump Station - Mill Creek Road, Mentone, California 92359 l. Cherry Valley Pumping Plant - Mill Creek Road, Mentone, California 92359 m. Citrus Pumping Station - 9401 Opal Avenue, Mentone, California 92359 3. Location: Electric Gates and Type a. Castaic Sub Center: arm gate b. Castaic Lagoon seepage pit: slide gate c. -
16. Watershed Assets Assessment Report
16. Watershed Assets Assessment Report Jingfen Sheng John P. Wilson Acknowledgements: Financial support for this work was provided by the San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy and the County of Los Angeles, as part of the “Green Visions Plan for 21st Century Southern California” Project. The authors thank Jennifer Wolch for her comments and edits on this report. The authors would also like to thank Frank Simpson for his input on this report. Prepared for: San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy 900 South Fremont Avenue, Alhambra, California 91802-1460 Photography: Cover, left to right: Arroyo Simi within the city of Moorpark (Jaime Sayre/Jingfen Sheng); eastern Calleguas Creek Watershed tributaries, classifi ed by Strahler stream order (Jingfen Sheng); Morris Dam (Jaime Sayre/Jingfen Sheng). All in-text photos are credited to Jaime Sayre/ Jingfen Sheng, with the exceptions of Photo 4.6 (http://www.you-are- here.com/location/la_river.html) and Photo 4.7 (digital-library.csun.edu/ cdm4/browse.php?...). Preferred Citation: Sheng, J. and Wilson, J.P. 2008. The Green Visions Plan for 21st Century Southern California. 16. Watershed Assets Assessment Report. University of Southern California GIS Research Laboratory and Center for Sustainable Cities, Los Angeles, California. This report was printed on recycled paper. The mission of the Green Visions Plan for 21st Century Southern California is to offer a guide to habitat conservation, watershed health and recreational open space for the Los Angeles metropolitan region. The Plan will also provide decision support tools to nurture a living green matrix for southern California. -
3.12 Hydrology and Water Quality
3.12 HYDROLOGY AND WATER QUALITY EXECUTIVE SUMMARY This section describes the drainage features, stormwater quality, flooding hazards, and flood-protection improvements within the City’s Planning Area. Regulatory agencies governing stormwater quality and flooding hazards are also discussed. The City’s Planning Area is comprised of the City’s boundaries and adopted Sphere of Influence (SOI). The County’s Planning Area consists of unincorporated land within the One Valley One Vision (OVOV) Planning Area boundaries that is outside the City’s boundaries and adopted SOI. Together the City and County Planning Areas comprise the OVOV Planning Area. With implementation of the proposed General Plan goals, objectives, and policies potential impacts on hydrology and water quality would be less than significant. EXISTING CONDITIONS Surface Water Drainage Patterns within City’s Planning Area Surface water drainage patterns are dependent on topography, the amount and location of impervious surfaces, and the type of flood control that is located in an area. The size, or magnitude, of a flood is described by a term called a “recurrence interval.” By studying a long period of flow record for a stream, hydrologists estimate the size of a flood that would have a likelihood of occurring during various intervals. For example, a five-year flood event would occur, on the average, once every five years (and would have a 20 percent chance of occurring in any one year). Although a 100-year flood event is expected to happen only once in a century, there is a 1 percent chance that a flood of that size could happen during any year. -
Downstream of O'neill Forebay
DSM2DSM2 CaliforniaCalifornia AqueductAqueduct ExtensionExtension Presented to California Water and Environmental Modeling Forum March 1, 2005 Introduction and Project Goals • CH2M HILL is constructing a DSM2 model of the California Aqueduct on behalf of DWR’s Municipal Water Quality Investigation (MWQI) program and the State Water Project Contractors • Goals: – Detailed evaluation of Aqueduct Hydrodynamics, Water Quality, and Operations – Forecasting short-term and long-term water quality – Potential for Real-time analysis of Water Quality throughout system Model Coverage and Geometry • The model includes – California Aqueduct, South Bay Aqueduct – East Branch to Silverwood Lake, West Branch to Pyramid Lake, – San Luis Reservoir and O’Neill Forebay, and – DMC from Tracy Pumping Plant to the Mendota Pool – 580 miles in total • EXCEL tool built to generate ASCII cross section files • Pipes and Tunnels treated as channels Model Area Model Schematic Boundary Conditions • Flow at Tracy and Banks • San Luis Reservoir Operations • DMC and O’Neill Forebay Operations • Diversions to South Bay Aqueduct and West Branch (pumping plant data) • Contractor Diversions Database • Mass Balance Closure Terms Application-specific issues • Treatment of Check Structures – gates and weirs to control elevation • Use of Object to Object programming – DSM2 tool that allows for instantaneous transfer of water from location to another • Flow into South Bay Aqueduct • O’Neill Pumping and Generating Flows • Gianelli Pumping and Generating Flows • Flow into South Bay -
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 -
Energy and Water Co-Benefits from Covering Canals with Solar Panels B
Nature Sustainability, 2021 https://doi.org/10.1038/s41893-021-00693-8 Author-formatted copy Energy and water co-benefits from covering canals with solar panels B. McKuina,b*, A. Zumkehra, J. Taa, R. Balesa, J. H. Viersa, T. Pathaka, J. E. Campbell b* a Sierra Nevada Research Institute, University of California, Merced b Environmental Studies Department, University of California, Santa Cruz * Corresponding authors: [email protected] and [email protected] Solar-power development over canals is an emerging response to the energy-water-food nexus that can result in multiple benefits for water and energy infrastructure. Case studies of over-canal solar photovoltaic (PV) arrays have demonstrated enhanced PV performance due to the cooler microclimate next to the canal. Further, shade from the PV panels has been shown to mitigate evaporation and could mitigate aquatic weed growth. However, the evaporation savings and financial co-benefits have not been quantified across major canal systems. Here we use regional hydrologic and techno-economic simulations of solar PV panels covering California’s 6350 km canal network, which is the world’s largest conveyance system and covers a wide range of climates, insolation rates, and water costs. We find that over-canal solar could reduce annual evaporation by an average of 39 ± 12 thousand m3 per kilometer of canals. Furthermore, the financial benefits from shading the canals outweigh the added costs of cable-support structures required to span canals. The net present value (NPV) of over-canal solar exceeds conventional over-ground solar by 20% to 50%, challenging the convention of leaving canals uncovered and calling into question our understanding of the most economic locations to locate solar power. -
The Story Behind Your Drinking Water Quality
German Spanish Korean Chinese Annual Water Quality Report ~ Published June 2009 June Published ~ Report Quality Water Annual In fact, our water was far better than required for most standards most for required than better far was water our fact, In met all drinking water standards for health and safety again this year. year. this again safety and health for standards water drinking all met Aqueduct Las Virgenes Municipal Water District District Water Municipal Virgenes Las California Water Quality Report for 2008 for Report Quality Water Sierra Mtn Snow Mtn Sierra Lake Oroville in northern California northern in Oroville Lake Drinking Water Quality Water Drinking The Story Behind Your Your Behind Story The LVMWD For More Information PRSRT STD Board of Directors US POSTAGE Division 1 LVMWD PAID NO HOLLYWOOD CA Customer Service Charles Caspary PERMIT #8 Phone: (818) 251-2200 President Fax: (818) 251-2109 Division 2 E-mail: [email protected] Glen Peterson Additional information about drinking water safety and Secretary standards can be found at: MWD Representative Division 3 California Department of Public Health EPA Safe Drinking Water Hotline Lee Renger Office of Drinking Water (800) 426-4791 Vice President 601 N. 7th St. www.epa.gov/safewater/standards.html Division 4 Sacramento, CA 94234-7320 (Information on how drinking water laws are www.cdph.ca.gov/certlic/drinkingwater/Pages/ established) Joseph M. Bowman default.aspx Board Member U.S. Environmental Protection Agency U.S. Centers for Disease Control Division 5 (EPA) and Prevention Jeff Smith Office of Ground Water and Drinking Water 1600 Clifton Road Treasurer 401 M Street, SW Atlanta, GA 30333 Washington, DC 20460 www.cdc.gov General Manager www.epa.gov/safewater/ (800) 311-3435 John R. -
Initial Study of the Long-Term Operation of the State Water Project
Initial Study of the Long-Term Operation of the State Water Project State Clearinghouse No. 2019049121 State of California Department of Water Resources November 22, 2019 Initial Study of the Long-Term Operation of the State Water Project State Clearinghouse No. 2019049121 Lead Agency: California Department of Water Resources Contact: Dean Messer, Division of Environmental Services, Regulatory Compliance Branch 916/376-9844 Responsible Agency: California Department of Fish and Wildlife November 22, 2019 TABLE OF CONTENTS 1 INTRODUCTION .................................................................................................................... 1-1 1.1 Background ...................................................................................................................... 1-1 1.2 Project Objectives ............................................................................................................ 1-2 1.2.1 Required Permits and Approvals ......................................................................... 1-2 1.2.2 Document Organization ....................................................................................... 1-2 1.3 Summary of Findings........................................................................................................ 1-3 2 PROJECT DESCRIPTION .......................................................................................................... 2-1 2.1 Introduction .................................................................................................................... -
Los Angeles 1:O~1Department of Water & Power Los Angeles
~ los Angeles 1:o~1Department of Water & Power Commission ERIC GARCEITI MEL LEVINE, President MARCIE L. EDWARDS Mayor WILLIAM W. FUNDERBURK JR., Vice President General Manager JILL BANKS BARAD MICHAEL F. FLEMING CHRISTINA E. NOONAN BARBARA E. MOSCHOS, Secretary June 5, 2014 The Honorable City Council City of Los Angeles Room 395, City Hall Los Angeles, California 90012 Honorable Members: Subject: Los Angeles Department of Water and Power Relicensing Process Agreement No. BP 13-062 with the California Department of Water Resources for the State Water Project Hydropower Project No. 2426 Pursuant to Charter Section 674, enclosed for approval by your Honorable Body is Resolution No. 014227, adopted by the Board of Water and Power Commissioners on June 3, 2014, approved as to form and legality by the City Attorney, which authorizes execution of Los Angeles Department of Water and Power Relicensing Process Agreement No. BP 13-062 with the California Department of Water Resources for the South State Water Project Hydropower Project No. 2426, including Castaic Power Plant, and Amendment No.5 to Contract No. 10099 for Cooperative Development West Branch California Aqueduct. If additional information is required, please contact Ms. Winifred Yancy, Director of Intergovernmental Affairs and Community Relations, at (213) 367-0025. Sincerely, ~~,~ Barbara E. Moschos Board Secretary BEM:oja Enclosures: LADWP Resolution Board Letter CAO Report Ordinance Relicensing Process Agreement between California Department of Water Resources and The Department of Water and Power of the City of Los Angeles for the South SWP Hydropower Project No. 2426 Amendment No.5 Contract No.1 0099 for Cooperative Development West Branch, California Aqueduct. -
Where Does Our Water Come From?
Have you ever wondered where your water comes from? Here in Huntington Beach, about three-quarters of our water is drawn from local groundwater supplies, while the rest is imported from both Northern California and the Colorado River. Shasta Trinity Lake Water from Northern California travels to us through a complex delivery system Lake known as the California State Water Project. Designed and built in the 1960s, the State Water Project is one of the largest public water and power utilities in the REDDING world, providing drinking water for more than 25 million people statewide. THE Managed by the California Department of Water Resources, the project stretches CALIFORNIA AQUEDUCT over 700 miles, from Lake Oroville in the north to Lake Perris in the south. Water Lake stored in Lake Oroville, Folsom Lake, and other tributaries, and fed by snow melt Oroville from the Sierra Mountains, flows into the Sacramento and San Joaquin rivers, and from there into reservoirs in the Bay-Delta region. Feather River Sacramento From the Bay-Delta, giant pumps lift the water into the 444-mile-long California River Aqueduct, there to flow southward to cities and farms in central and Southern Folsom SACRAMENTO Lake California. Composed mainly of concrete-lined canals, the Aqueduct also includes over 20 miles of tunnels, more than 130 miles of pipelines, New Hogan and 27 miles of siphons. Along the way, the water is pumped Reservoir Managed by the Metropolitan The 2,882 feet over the Tehachapi Mountains. The Edmonston Water District of Southern Bay-Delta Pumping Plant alone lifts millions of gallons a day up California, the Colorado River SAN San 1,926 feet, the highest single water lift in the world. -
2015 Regional Urban Water Management Plan
Greater Tehachapi Area - 2015 Regional Urban Water Management Plan Draft - May 2016 Tehachapi-Cummings County Water District Bear Valley Community Services District City of Tehachapi Golden Hills Community Services District Stallion Springs Community Services District Table of Contents _____________________________________________________________________________________ Section 1 : Introduction ............................................................................................................................. 1-1 1.01 Background and Purpose ................................................................................................ 1-1 1.02 Report Organization......................................................................................................... 1-2 1.03 Compliance with 2015 Water Use Targets ...................................................................... 1-3 Section 2 Tehachapi Cummings-County Water District ............................................................................ 2-1 2.01 Plan Preparation .............................................................................................................. 2-1 2.01.1 Agency Identification .......................................................................................... 2-1 2.01.2 Coordination and Outreach ................................................................................ 2-1 2.02 System Description .......................................................................................................... 2-2 2.02.1