Groundwater Resources and Groundwater Quality
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(Ver. 1.1): Hydrogeologic Controls and Geochemical Indicators Of
Prepared in cooperation with the East Bay Municipal Utility District, City of Hayward, and Alameda County Water District Hydrogeologic Controls and Geochemical Indicators of Groundwater Movement in the Niles Cone and Southern East Bay Plain Groundwater Subbasins, Alameda County, California Scientific Investigations Report 2018–5003 Version 1.1, February 2019 U.S. Department of the Interior U.S. Geological Survey Hydrogeologic Controls and Geochemical Indicators of Groundwater Movement in the Niles Cone and Southern East Bay Plain Groundwater Subbasins, Alameda County, California By Nick Teague, John Izbicki, Jim Borchers, Justin Kulongoski, and Bryant Jurgens Prepared in cooperation with the East Bay Municipal Utility District, City of Hayward, and Alameda County Water District Scientific Investigations Report 2018–5003 Version 1.1, February 2019 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DAVID BERNHARDT, Acting Secretary U.S. Geological Survey William H. Werkheiser, Deputy Director exercising the authority of the Director U.S. Geological Survey, Reston, Virginia: 2019 First release: February 2018 Revised: February 2019 (ver. 1.1) For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://store.usgs.gov. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. -
Appendix 4.15-1 Water Supply Assessment
Appendix 4.15-1 Water Supply Assessment /lfCWD HLHHEOHCOUAIFYWHFEHO/SFH/CF DIRECTORS 43885 SOUTH GRIMMER BOULEVARD • FREMONT, CALIFORNIA 94538 MANAGEMENT (510) 668-4200 • FAX (510) 770-1793 • www.acwd.org ROBERT AZIZ AKBARI SHAVER General Manager JAMES G. GUNTHER KURT ARENDS JUDY C. HUANG Operations and Maintenance PAULSETHY LAURA J. HIDAS JOHN H. WEED Water Resources ED STEVENSON June 24, 2020 Engineering and Technology Services JONATHAN WUNDERLICH Finance VIA ELECTRONIC MAIL Carmela Campbell ([email protected]) Economic and Community Development Director City of Union City 34009 Alvarado-Niles Road Union City, CA 94587 Dear Ms. Campbell: Subject: Water Supply Assessment for Station East Project As requested by the City of Union City, Alameda County Water District (ACWD) has prepared a water supply assessment for the Station East Project (enclosed). The water supply assessment was adopted by the ACWD Board of Directors on June 11, 2020 (resolution enclosed). The water supply assessment was prepared pursuant to California Water Code Section §10910 which requires that a water supply assessment be provided to cities or counties for a project that is subject to the California Environmental Quality Act (CEQA), and which surpasses a threshold for the number of housing units and/or square feet of commercial/industrial buildings. The water supply assessment documents sources of water supply, quantifies water demands, evaluates drought impacts, and provides a comparison of water supply and demand that is the basis for an assessment of water supply sufficiency. The water supply assessment also includes provisions for Water Conservation to be implemented by the Project applicant. As noted in the assessment, these provisions will be a condition of water service to the Project. -
Santa Margarita River Trail Preserve Acquisition
COASTAL CONSERVANCY Staff Recommendation September 6, 2018 SANTA MARGARITA RIVER TRAIL PRESERVE ACQUISITION Project No. 18-015-01 Project Manager: Greg Gauthier RECOMMENDED ACTION: Authorization to disburse up to $9,750,000 to The Wildlands Conservancy for acquisition of approximately 1,390 acres along the Santa Margarita River for conservation and recreation purposes. LOCATION: Santa Margarita River, County of San Diego PROGRAM CATEGORY: Integrated Coastal and Marine Resource Protection EXHIBITS Exhibit 1: Project Location, Site Map, and APN Numbers Exhibit 2: Santa Margarita River Trail Preserve Photographs Exhibit 3: Project Letters RESOLUTION AND FINDINGS: Staff recommends that the State Coastal Conservancy adopt the following resolution pursuant to Chapter 5.5 of Division 21 of the Public Resources Code: “The State Coastal Conservancy hereby authorizes disbursement of an amount not to exceed nine million seven hundred fifty thousand dollars ($9,750,000) to The Wildlands Conservancy for acquisition of approximately 1,390 acres along the Santa Margarita River, as shown in Exhibit 1, for conservation and recreation purposes. This authorization is subject to the following conditions: 1. Prior to disbursement of any funds for acquisition of the property, The Wildlands Conservancy shall submit for the review and approval of the Executive Officer of the Conservancy: a) all relevant acquisition documents, including the appraisal, agreement of purchase and sale, escrow instructions, deeds, and documents of title; b) a baseline conditions report; c) a monitoring and reporting plan; and d) evidence that sufficient funds are available to complete the acquisition. 2. The Wildlands Conservancy shall not pay more than fair market value for the property acquired pursuant to this authorization, as established in an appraisal approved by the Executive Officer. -
Attachment B-4 San Diego RWQCB Basin Plan Beneficial Uses
Attachment B-4 San Diego RWQCB Basin Plan Beneficial Uses Regulatory_Issues_Trends.doc CHAPTER 2 BENEFICIAL USES INTRODUCTION .............................................................................................................................1 BENEFICIAL USES ..........................................................................................................................1 BENEFICIAL USE DESIGNATION UNDER THE PORTER-COLOGNE WATER QUALITY CONTROL ACT ..1 BENEFICIAL USE DESIGNATION UNDER THE CLEAN WATER ACT .................................................2 BENEFICIAL USE DEFINITIONS.........................................................................................................3 EXISTING AND POTENTIAL BENEFICIAL USES ..................................................................................7 BENEFICIAL USES FOR SPECIFIC WATER BODIES ........................................................................8 DESIGNATION OF RARE BENEFICIAL USE ...................................................................................8 DESIGNATION OF COLD FRESHWATER HABITAT BENEFICIAL USE ...............................................9 DESIGNATION OF SPAWNING, REPRODUCTION, AND/ OR EARLY DEVELOPMENT (SPWN) BENEFICIAL USE ...................................................................................................11 SOURCES OF DRINKING WATER POLICY ..................................................................................11 EXCEPTIONS TO THE "SOURCES OF DRINKING WATER" POLICY................................................11 -
Three Chumash-Style Pictograph Sites in Fernandeño Territory
THREE CHUMASH-STYLE PICTOGRAPH SITES IN FERNANDEÑO TERRITORY ALBERT KNIGHT SANTA BARBARA MUSEUM OF NATURAL HISTORY There are three significant archaeology sites in the eastern Simi Hills that have an elaborate polychrome pictograph component. Numerous additional small loci of rock art and major midden deposits that are rich in artifacts also characterize these three sites. One of these sites, the “Burro Flats” site, has the most colorful, elaborate, and well-preserved pictographs in the region south of the Santa Clara River and west of the Los Angeles Basin and the San Fernando Valley. Almost all other painted rock art in this region consists of red-only paintings. During the pre-contact era, the eastern Simi Hills/west San Fernando Valley area was inhabited by a mix of Eastern Coastal Chumash and Fernandeño. The style of the paintings at the three sites (CA-VEN-1072, VEN-149, and LAN-357) is clearly the same as that found in Chumash territory. If the quantity and the quality of rock art are good indicators, then it is probable that these three sites were some of the most important ceremonial sites for the region. An examination of these sites has the potential to help us better understand this area of cultural interaction. This article discusses the polychrome rock art at the Burro Flats site (VEN-1072), the Lake Manor site (VEN-148/149), and the Chatsworth site (LAN-357). All three of these sites are located in rock shelters in the eastern Simi Hills. The Simi Hills are mostly located in southeast Ventura County, although the eastern end is in Los Angeles County (Figure 1). -
Santa Margarita River Watershed Annual Watermaster Report for the 2013-14 Water Year
SANTA MARGARITA RIVER WATERSHED ANNUAL WATERMASTER REPORT WATER YEAR 2013-14 UNITED STATES OF AMERICA v. FALLBROOK PUBLIC UTILITY DISTRICT, ET AL. CIVIL NO. 51-CV-1247-GPC-RBB CHARLES W. BINDER WATERMASTER P. 0. BOX 631 FALLBROOK, CA 92088 (760) 728-1028 FAX (760) 728-1990 August 2015 WATERMASTER SANTA MARGARITA RIVER WATERSHED TABLE OF CONTENTS Page No. SECTION 1 - SUMMARY ............................................................................................... 1 SECTION 2 - INTRODUCTION ...................................................................................... 5 2.1 Background ......................................................................................................... 5 2.2 Authority .............................................................................................................. 5 2.3 Scope .................................................................................................................. 5 SECTION 3 - SURFACE WATER AVAILABILITY AND USE ......................................... 7 3.1 Surface Flow ........................................................................................................ 7 3.2 Surface Water Diversions .................................................................................. 13 3.3 Water Storage ................................................................................................... 13 SECTION 4- SUBSURFACE WATER AVAILABILITY ................................................. 19 4.1 General ............................................................................................................. -
1 EVIDENCE THAT ACWD HAS OPERATED the NILES CONE SUB-BASIN 2-09.01 WITHIN ITS SUSTAINABLE YIELD the Alameda County Water Distri
DRAFT EVIDENCE THAT ACWD HAS OPERATED THE NILES CONE SUB-BASIN 2-09.01 WITHIN ITS SUSTAINABLE YIELD The Alameda County Water District (ACWD) manages the Niles Cone Sub-basin 2-09.01 (Niles Cone) in the Cities of Fremont, Newark, Union City, and southern Hayward (map in Figure 1A and east-west cross-section in Figure 1B). Groundwater comprises approximately 40% of the supply to ACWD’s distribution system. ACWD operates production wells and artificial recharge facilities (also commonly referred to as managed-aquifer-recharge) in the Niles Cone. By integrating recharge and pumping operations, and implementing other vital programs, ACWD has operated the Niles Cone within its sustainable yield over the last five decades, including the most recent 10-year period from 2005 to 2015. To support this analysis, the following is provided: A description of the Niles Cone Groundwater Basin and its sustainable yield. A summary of ACWD programs that ensure that total pumping does not exceed the sustainable yield. Data on basin conditions over the last 10 years. Introduction – Sources of Information ACWD would like to emphasize that this document is based on existing and publically available information, including the Survey Report on Groundwater Conditions (published annually), the Groundwater Monitoring Report (published annually), Bulletins published by the California Department of Water Resources, reports of hydrogeologic investigations conducted by ACWD and financially supported by DWR, ACWD integrated planning and operations reports, and other studies. The Niles Cone Groundwater Basin and its Sustainable Yield The long-term average sustainable pumping yield of the Niles Cone, like any other groundwater basin, is determined by the amount of recharge to productive aquifers less natural (non-pumping) sinks from the aquifers. -
Recovering California Steelhead South of Santa Cruz
THE OSPREY • ISSUE NO. 75 MAY 2013 15 Recovering California Steelhead South of Santa Cruz By Kurt Zimmerman, Tim Frahm and Sam Davidson — California Trout, Trout Unlimited — Kurt Zimmerman is Southern Steelhead genetics evince unique documents, intended to help achieve California Regional Manager for characteristics region-by-region (and recovery goals by describing strate - California Trout. Tim Frahm and Sam even watershed-by-watershed), as the gies and recommended actions likely Davidson are California Central Coast fish adapted to the particular condi - required to restore viable wild popula - Steelhead Coordinator and California tions and climate factors of coastal tions. Communications Manager for Trout streams from the Baja Peninsula to In early 2012, after years of public Unlimited. Visit their web sites at: Alaska. Today, steelhead south of San and agency input, NMFS released the www.caltrout.org Mateo County in California are catego - Final Southern California Recovery www.tucalifornia.org rized by the National Marine Fisheries Plan for the SCC steelhead. Later that Service (NMFS) into two “Distinct year, the agency released for public any anglers consider Population Segments” (DPS): the comment a Review Draft of the the steelhead trout (O. “South Central California Coastal” Recovery Plan for the South Central mykiss) the “perfect Coastal steelhead. These two Recovery fish.” Steelhead are Plans identify area-wide threats as widely revered for well as threats specific to particular Mtheir power and grace in the water, and watersheds. Common threats are the Steelhead have for the high challenge of actually three “Ds”: Dams, Diversions and catching one. Sport fishing for steel - declined across much Diminished Aquatic and Riparian head is a major contributor to many Habitats. -
Rosett 1 Tectonic History of the Los Angeles Basin: Understanding What
Rosett 1 Tectonic history of the Los Angeles Basin: Understanding what formed and deforms the city of Los Angeles Anne Rosett The Los Angeles (LA) Basin is located in a tectonically complex region which has led to many, varying interpretations of its tectonic history. Current literature indicates that processes from rifting and extensional volcanism to pure dextral strike-slip displacement created the LA Basin. It appears that the best interpretation falls somewhere in between these two end-member explanations, with processes taking place simultaneously, including transtensional pull-apart faulting and clockwise rotation of large crustal blocks. With a comprehensive literature review, and paleomagnetic, seismic refraction, and low-fold reflection survey data, I intend to clarify what tectonic processes actually occurred in the LA Basin, and how that information can provide insight for other research in the region, as well as predicting future seismic hazards in the highly- populated, economically significant, and culturally rich city of Los Angeles. Introduction The Los Angeles Basin sits in a tectonically-active region, and thus, a large amount of research exists regarding its formation and tectonic history. However, due to several different fault systems, complex structures, and angles of slip currently affecting the area, the history of the LA Basin is not decisive; there are some discrepancies in the current literature regarding the tectonic and subsidence histories of the LA Basin. These include basin formation due to extensional rifting and basaltic volcanism (Crouch and Suppe, 1993; McCulloh and Beyer, 2003), transtensional pull-apart processes (Schneider et al., 1996), and dextral strike-slip faulting (Howard, 1996). -
Introduction I-1 Adopted by City Council 1/25/93
Introduction INTRODUCTION A. Overview of the City of Palmdale 1. Location and Regional Setting The City of Palmdale is located in the High Desert region of Los Angeles County, approximately 60 freeway miles north of downtown Los Angeles (see Exhibit I-1). Palmdale is one of two incorporated cities and several unincorporated communities within the Antelope Valley. The City is bordered by the City of Lancaster and unincorporated community of Quartz Hill to the north; unincorporated communities of Lake Los Angeles and Littlerock to the east; the unincorporated community of Acton to the south; and the unincorporated community of Leona Valley to the west (see Exhibit I- 2). The City of Palmdale Planning Area encompasses approximately 174 square miles within a transitional area between the foothills of the San Gabriel and Sierra Pelona Mountains and the Mojave Desert to the north and east (see Exhibit I-3). As a result, the Planning Area contains a variety of plant and animal communities, slope conditions, soil types and other physical characteristics. In general, the Planning Area slopes from south to north-northeast, with surface flows and subsurface flows trending away from the foothills to Rosamond Dry Lake. The major watercourses flowing through Palmdale are Amargosa Creek, Anaverde Creek, Little Rock Wash and Big Rock Wash. While foothill areas within and adjacent to the City contain significant slopes, a majority of the Planning Area is relatively flat. The climate of Palmdale and the Antelope Valley is dominated by the region’s Pacific high pressure system, which contributes to the area’s hot, dry summers and relatively mild winters. -
1. NEOGENE TECTONICS of SOUTHERN CALIFORNIA . the Focus of This Research Project Is to Investigate the Timing of Rotation of T
1. NEOGENE TECTONICS OF SOUTHERN CALIFORNIA. The focus of this research project is to investigate the timing of rotation of the Transverse Ranges and the evolution of the 3-D architecture of the Los Angeles basin. Objectives are to understand better the seismicity of the region and the relationships between petroleum accumulations and the structure and stratigraphic evolution of the basin. Figure 1 shows the main physiographic and structural features of the Los Angeles basin region, the epicenter of recent significant earthquakes and the our initial study area in the northeastern Los Angeles basin. Los Angeles basin tectonic model: Most tectonic models attribute the opening of the Los Angeles basin to lithospheric extension produced by breakaway of the Western Transverse Ranges from the Peninsular Ranges and 90 degrees or more of clockwise rotation from ca. 18 Ma to the present. Evidence of this extension includes crustal thinning on tomographic profiles between the Santa Ana Mountains and the Santa Monica Mountains and the presence in the Los Angeles basin of Middle Miocene volcanic rocks and proto-normal faults. Detailed evidence of the 3-D architecture of the rift created by the breakaway and the timing of the rift phase has remained elusive. The closing of the Los Angeles basin in response to N-S contraction began at ca. 8 Ma and continues today (Bjorklund, et al., 2002). A system of active faults has developed that pose significant seismic hazards for the greater Los Angeles region. Crustal heterogeneities that developed during the extension phase of basin development may have strongly influenced the location of these faults. -
Arroyo Chub Survey Report 2010
Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) Biological Monitoring Program Arroyo chub (Gila orcutti) Survey Report 2010 23 March 2011 Arroyo Chub Survey Report 2010 TABLE OF CONTENTS INTRODUCTION ...............................................................................................................................................1 GOALS AND OBJECTIVES...............................................................................................................2 METHODS ........................................................................................................................................................2 PROTOCOL DEVELOPMENT............................................................................................................2 PERSONNEL AND TRAINING ..........................................................................................................2 STUDY SITE SELECTION .................................................................................................................3 ESTABLISHING SAMPLING UNITS ..................................................................................................5 SURVEY METHODS .......................................................................................................................5 RESULTS..........................................................................................................................................................6 DISCUSSION .....................................................................................................................................................9