The Potential Distribution and Abundance of Zebra Mussels in California
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Figure 6-3. California's Water Infrastructure Network
DA 17 DA 67 DA 68 DA 22 DA 29 DA 39 DA 40 DA 41 DA 46 N. FORK N. & M. TUOLOMNE YUBA RIVER FORKS CHERRY CREEK, RIVER Figure 6-3. California's Water Infrastructure ELEANOR CREEK AMERICAN M & S FORK RIVER YUBA RIVER New Bullards Hetch Hetchy Res Bar Reservoir GREENHORN O'Shaughnessy Dam Network Configuration for CALVIN (1 of 2) SR- S. FORK NBB CREEK & BEAR DA 32 SR- D17 AMERICAN RIVER HHR DA 42 DA 43 DA 44 RIVER STANISLAUS SR- LL- C27 RIVER & 45 Camp Far West Reservoir DRAFT Folsom Englebright C31 Lake DA 25 DA 27 Canyon Tunnel FEATHER Lake 7 SR- CALAVERAS New RIVER SR-EL CFW SR-8 RIVER Melones Lower Cherry Creek MERCED MOKELUMNE Reservoir SR-10 Aqueduct ACCRETION CAMP C44 RIVER FAR WEST TO DEER CREEK C28 FRENCH DRY RIVER CREEK WHEATLAND GAGE FRESNO New Hogan Lake Oroville DA 70 D67 SAN COSUMNES Lake RIVER SR- 0 SR-6 C308 SR- JOAQUIN Accretion: NHL C29 RIVER 81 CHOWCHILLA American River RIVER New Don Lake McClure Folsom to Fair D9 DRY Pardee Pedro SR- New Exchequer RIVER Oaks Reservoir 20 CREEK Reservoir Dam SR- Hensley Lake DA 14 Tulloch Reservoir SR- C33 Lake Natoma PR Hidden Dam Nimbus Dam TR Millerton Lake SR-52 Friant Dam C23 KELLY RIDGE Accretion: Eastside Eastman Lake Bypass Accretion: Accretion: Buchanan Dam C24 Yuba Urban DA 59 Camanche Melones to D16 Upper Merced D64 SR- C37 Reservoir C40 2 SR-18 Goodwin River 53 D62 SR- La Grange Dam 2 CR Goodwin Reservoir D66 Folsom South Canal Mokelumne River Aqueduct Accretion: 2 D64 depletion: Upper C17 D65 Losses D85 C39 Goodwin to 3 Merced River 3 3a D63 DEPLETION mouth C31 2 C25 C31 D37 -
NOTICE of PREPARATION Waterfix EIR for WSC Amendments
July 13, 2018 NOTICE OF PREPARATION Environmental Impact Report For the Proposed SWP Water Supply Contract Amendments for Water Management and California WaterFix July 13, 2018 INTRODUCTION Pursuant to the California Environmental Quality Act (CEQA), the Department of Water Resources (DWR) will be the Lead Agency and will prepare an Environmental Impact Report (EIR) for the proposed State Water Project Water Supply Contract Amendments for Water Management and California WaterFix (proposed project). As more fully discussed below, this proposed project includes amending certain provisions of the State Water Resources Development System (SWRDS) Water Supply Contracts (Contracts). SWRDS (defined in Water Code Section 12931), or more commonly referred to as the State Water Project (SWP), was enacted into law in the Burns-Porter Act, passed by the Legislature in 1959 and approved by the voters in 1960. DWR constructed and currently operates and maintains the SWP, a system of storage and conveyance facilities that 1 provide water to 29 State Water Contractors known as the Public Water Agencies (PWAs). These PWAs include local water agencies and districts legislatively enabled to serve irrigation, municipal and industrial water supply customers or retail water supply 1 The State Water Project Public Water Agencies include Alameda County Flood Control and Water Conservation District (Zone 7), Alameda County Water District, Antelope Valley-East Kern Water Agency, Castaic Lake Water Agency, City of Yuba City, Coachella Valley Water District, County -
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. -
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 • -
Water Supply and Demand in California
Water Supply and Demand in California By Stephanie Anagnoson College of the Canyons 2018 Version 1 By StephaniePhoto By Jan Anagi Brumat noson College of the Canyons 2018 Version 1.2 Photo by Nathan Roser on Unsplash 1 | W a t e r S u p p l y Attributions Castaic Lake Water Agency College of the Canyons College of the Canyons - Water Systems Technology College of the Canyons - Open Educational Resources This textbook is licensed under CC BY 4.0 2 | Water Supply Table of Contents Introduction to Water Supply 4 Part One: Water All Around Us 5 Section 1.1 Water Cycle 6 Section 1.2 Water Management Concepts 10 Section 1.3 Water Rights 16 Section 1.4 Stakeholder Concepts 20 Part Two: Supply-Side Management 24 Section 2.1 Los Angeles Aqueduct 26 Section 2.2 Central Valley Project 30 Section 2.3 Colorado River Aqueduct 34 Section 2.4 State Water Project 38 Section 2.5 Alternative Water Supplies 42 Part Three: Demand-Side Management 50 Section 3.1 Regulations 51 Section 3.2 Water Loss 56 Section 3.3 Water Rates 59 Section 3.4 Indoor Water Use 62 Section 3.5 Outdoor Water Use 67 Section 3.6 CII Water Use 73 Section 3.7 Social Marketing Campaigns 78 3 | Water Supply Introduction to Water Supply You’re about to understand water demand and water supply more deeply. This understanding is going to change how you look at your water bill, grass in your yard and around town, and all those canals you see while driving around in 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. -
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 -
History: Before the Poppy Reserve
History: Before the Poppy Reserve The Kitanemuk, members of the Shoshonean Linguistic Group lived in the area between Fairmont and Antelope Buttes: “one of the largest and most significant archaeological sites in the Antelope Valley” • Source: http://www.avim.parks.ca.gov/people/ph_kitanemuk.s html The Kitanemuk, like other groups on the mountain margins of the Mojave Desert, lived in permanent winter villages of 50 to 80 people or more. These people dispersed into smaller mobile gathering groups during the late spring, summer, and fall months. The smaller groups made use of temporary camps for relatively short times, visiting different "environmental niches" as the important food-producing plants in them became ready to harvest. The Kitanemuk spoke a language that appears to have been a dialect of Serrano, which was spoken by groups located as far distant as modern Yucca Valley and Twenty- nine Palms, east of the San Bernardino Mountains. Historic Farming and Ranching Families: Godde Munz (east of the Reserve) Russell's (Ruined stone house near rock quarry – photo on next page) View looking north from North Poppy Loop trail – arrow shows rock quarry and approximate location of stone ruins of the Russell’s house. Quarry • “Tufa Mill” • Mined “tuff” • Used to build the Owens Valley or Los Angeles Aqueduct Los Angeles (Owens Valley) Aqueduct • The Los Angeles Aqueduct system comprising the Los Angeles Aqueduct (Owens Valley aqueduct) and the Second Los Angeles Aqueduct, is a water conveyance system operated by the LA Department of Water and Power. • Designed by engineer and LADWP director, William Mulholland, the system delivers water from the Owens River in the Eastern Sierra Nevada Mountains to Los Angeles, California. -
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. -
Loc Anggtres
-oF tr .|, t{ g,% g;? Loc AngGtres .::r,/i::). :,:.-,:, i:;.,...:..,. t,:. :ta:t : :.::r,: :'i ;.: :: :,.. ..,::al :,..1r,t:::,:.,:,:),,,::::. 1., ::.a..-'r.:...':.. .::t ...: ..., :. ji ::. ::::,,, :., 'Y4,,'.' ;i :a ;t:tl:tL.;::it),, : t,, :t : :,.. ii:::L/l*t:::;:l:t ,,:.:,::4,;..:)t ltat1a:: ..''.r.;r.,. :... "aa:::.):.;..t.:..:,,:':. : :'.:.. : :..: .. .:.. ..:it.;:- ' -',.;t:tt :: ; \a:.:la ::a.: a;::. :: :::),;::.: 1:., .::|ttLl:t:.:, ;a.r.:r)... - )a;t:t::i::.,.. 1)'i'?'ilt: ',.uriiti#i.]trEj* MAPS in greater detail are illustrated on these pages: PAGE 16 PAGE t4 L0$ ilnuilnr 0mns till$r luusilu$l $yttum I'A OJ AV E PAGE 6 Los Angeles-Owens River Aqueduct Castaic Hydroelectric Fairmont Resetvoir '.?;lil"anatN-Z Reservoir \y SAUGU S Los ,ll: ''r,. i,.' AN G ELES Semi-arid Los Angeles receives water from three Paralleling the Aqueduct is a portion of major aqueduct systems: The Los Angeles Owens the 846 mile long (1350 kilometers) , 800,000 volt River Aqueducts, the Colorado Aqueduct and the direct current Pacific Intertie transmission system which California Aqueduct (State Water Project) . Owned by brings energy from hydroelectric generating stations on the City and extending 340 miles (540 kilometers) the Columbia River to the Los Angeles area. northerly {rom Los Angeles, the Los Angeles Owens In describing the many features of historical and River Aqueduct System taps the vast eastern slope scenic interest on the Eastern slopes of the Sierra snow fields of California's Sierra Nevada and their Nevada and the Los Angeles Owens River Aqueduct derivative streams and lakes to provide power and 80 System, it is the DWP's goal to create an understanding percent of the water for the West's largest city. -
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. -
Table of Contents
This page intentionally left blank Table of Contents 1. Section 1 Introduction ...................................................................................................................... 1-1 1.1 Overview ................................................................................................................... 1-1 1.2 Hazard Mitigation Planning ...................................................................................... 1-1 1.3 Disaster Mitigation Act of 2000 ............................................................................... 1-1 1.4 Community Rating System – Activity 510 Floodplain Management Planning ....... 1-2 1.5 Local Participants ..................................................................................................... 1-2 1.6 Community Profile ................................................................................................... 1-3 1.6.1 Unincorporated Ventura County................................................................... 1-3 1.6.2 Participating Cities ........................................................................................ 1-3 1.6.3 Participating Special Districts ....................................................................... 1-4 1.7 Description of the Multi-Hazard Mitigation Plan ..................................................... 1-6 1.7.1 Section 2: Record of Adoption ..................................................................... 1-6 1.7.2 Section 3: Planning Process .........................................................................