Managing Water
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5.4 Geology and Soils
BEACH BOULEVARD SPECIFIC PLAN DRAFT EIR CITY OF ANAHEIM 5. Environmental Analysis 5.4 GEOLOGY AND SOILS This section of the Draft Environmental Impact Report (DEIR) evaluates the potential for implementation of the Beach Boulevard Specific Plan (Proposed Project) to impact geological and soil resources in the City of Anaheim. 5.4.1 Environmental Setting Regulatory Setting California Alquist-Priolo Earthquake Fault Zoning Act The Alquist-Priolo Earthquake Fault Zoning Act was signed into state law in 1972. Its primary purpose is to mitigate the hazard of fault rupture by prohibiting the location of structures for human occupancy across the trace of an active fault. The act delineates “Earthquake Fault Zones” along faults that are “sufficiently active” and “well defined.” The act also requires that cities and counties withhold development permits for sites within an earthquake fault zone until geologic investigations demonstrate that the sites are not threatened by surface displacement from future faulting. Pursuant to this act, structures for human occupancy are not allowed within 50 feet of the trace of an active fault. Seismic Hazard Mapping Act The Seismic Hazard Mapping Act (SHMA) was adopted by the state in 1990 to protect the public from the effects of nonsurface fault rupture earthquake hazards, including strong ground shaking, liquefaction, seismically induced landslides, or other ground failure caused by earthquakes. The goal of the act is to minimize loss of life and property by identifying and mitigating seismic hazards. The California Geological Survey (CGS) prepares and provides local governments with seismic hazard zone maps that identify areas susceptible to amplified shaking, liquefaction, earthquake-induced landslides, and other ground failures. -
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 -
Report of Geotechnical Investigation Proposed Improvements
REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED IMPROVEMENTS PROPOSED RIO HONDO SATELLITE CAMPUS EL RANCHO ADULT SCHOOL 9515 HANEY STREET PICO RIVERA, CALIFORNIA Prepared for: RIO HONDO PROGRAM MANAGEMENT TEAM Whittier, California January 20, 2016 Project 4953-15-0302 January 20, 2016 Mr Luis Rojas Rio Hondo Program Management Team c/o Rio Hondo College 3600 Workman Mill Road Whittier, California 90601-1699 Subject: LETTER OF TRANSMITTAL Report of Geotechnical Investigation Proposed Improvements Proposed Rio Hondo Satellite Campus El Rancho Adult School 9515 Haney Street Pico Rivera, California, 90660 Amec Foster Wheeler Project 4953-15-0302 Dear Mr. Rojas: We are pleased to submit the results of our geotechnical investigation for the proposed improvements as part of the proposed Rio Hondo Satellite Campus at the El Rancho Adult School in Pico Rivera, California. This investigation was performed in general accordance with our proposal dated November 24, 2015, which was authorized by e-mail on December 15, 2015. The scope of our services was planned with Mr. Manuel Jaramillo of DelTerra. We have been furnished with a site plan and a general description of the proposed improvements. The results of our investigation and design recommendations are presented in this report. Please note that you or your representative should submit copies of this report to the appropriate governmental agencies for their review and approval prior to obtaining a permit. Correspondence: Amec Foster Wheeler 6001 Rickenbacker Road Los Angeles, California 90040 USA -
City of Monrovia General Plan General Plan Safety Element Safety
City of Monrovia General Plan Safety Element Adopted June 12, 2002 Resolution No. 2002-40 Safety Element City of Monrovia Table of Contents I. Introduction ............................................................................................................................... 1 II. Seismic Activity ......................................................................................................................... 2 A. Background......................................................................................................................... 2 1. Geologic Setting............................................................................................................ 2 2. The Alquist-Priolo Earthquake Fault Zone Act ............................................................. 2 Major Faults .................................................................................................................. 3 B. Goals, Objectives and Policies - Seismic Activity............................................................... 9 III. Flood Control........................................................................................................................... 11 A. Background....................................................................................................................... 11 1. Setting ......................................................................................................................... 11 2. Mud and Debris Flows ............................................................................................... -
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. -
Appendix IS-3 Soils and Geology Report
Appendix IS-3 Soils and Geology Report August 7, 2017 Revised February 22, 2019 File No. 21439 Bishop A. Elias Zaidan, Successor Trustee Our Lady of Mt. Lebanon – St. Peter Maronite Catholic Cathedral Los Angeles Real Estate Trust 333 San Vicente Boulevard Los Angeles, California 90048 Attention: Construction Committee Subject: Environmental Impact Report, Soils and Geology Issues Proposed Church Addition and Residential Tower 333 South San Vicente Boulevard, Los Angeles, California Ladies and Gentlemen: 1.0 INTRODUCTION This document is intended to discuss potential soil and geological issues for the proposed development, as required by Appendix G of the California Environmental Quality Act (CEQA) Guidelines. This report included one exploratory excavation, collection of representative samples, laboratory testing, engineering analysis, review of published geologic data, review of available geotechnical engineering information and the preparation of this report. 2.0 SITE CONDITIONS The site is located at 333 South San Vicente Boulevard, in the City of Los Angeles, California. The site is triangular in shape, and just under one acre in area. The site is bounded by a city alley to the north, San Vicente Boulevard to the east, Burton Way to the south, and Holt Avenue to the west. The site is shown relative to nearby topographic features in the enclosed Vicinity Map. The site is currently developed with a catholic church complex, and a paved parking lot. The structures which currently occupy the site range between one and three stories in height. The site’s grade is relatively level, with no pronounced highs or lows. Vegetation at the site consists of abundant mature trees, grass lawns, bushes and shrubs, contained in manicured landscaped areas. -
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. -
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3-8 Geologic-Seismic
Environmental Evaluation 3-8 GEOLOGIC-SEISMIC Changes Since the Draft EIS/EIR Subsequent to the release of the Draft EIS/EIR in April 2004, the Gold Line Phase II project has undergone several updates: Name Change: To avoid confusion expressed about the terminology used in the Draft EIS/EIR (e.g., Phase I; Phase II, Segments 1 and 2), the proposed project is referred to in the Final EIS/EIR as the Gold Line Foothill Extension. Selection of a Locally Preferred Alternative and Updated Project Definition: Following the release of the Draft EIS/EIR, the public comment period, and input from the cities along the alignment, the Construction Authority Board approved a Locally Preferred Alternative (LPA) in August 2004. This LPA included the Triple Track Alternative (2 LRT and 1 freight track) that was defined and evaluated in the Draft EIS/EIR, a station in each city, and the location of the Maintenance and Operations Facility. Segment 1 was changed to extend eastward to Azusa. A Project Definition Report (PDR) was prepared to define refined station and parking lot locations, grade crossings and two rail grade separations, and traction power substation locations. The Final EIS/EIR and engineering work that support the Final EIS/EIR are based on the project as identified in the Final PDR (March 2005), with the following modifications. Following the PDR, the Construction Authority Board approved a Revised LPA in June 2005. Between March and August 2005, station options in Arcadia and Claremont were added. Changes in the Discussions: To make the Final EIS/EIR more reader-friendly, the following format and text changes have been made: Discussion of a Transportation Systems Management (TSM) Alternative has been deleted since the LPA decision in August 2004 eliminated it as a potential preferred alternative. -
The Research Results Described in the Following Summaries Were Submitted by the Investigators on May 10, 1984 and Cover the 6-Mo
The research results described in the following summaries were submitted by the investigators on May 10, 1984 and cover the 6-months period from October 1, 1983 through May 1, 1984. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the three major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 84-628 This report has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Parts of it were prepared under contract to the U.S. Geological Survey and the opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY SUMMARIES OF TECHNICAL REPORTS, VOLUME XVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson Thelraa R. Rodriguez CONTENTS Earthquake Hazards Reduction Program Page I. Recent Tectonics and Earthquake Potential (T) Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential. Objective T-1. Regional seismic monitoring........................ 1 Objective T-2. Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones. -
Compiled by Muriel L. Jacobson
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM, SUMMARIES OF TECHNICAL REPORTS VOLUME XXVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson The research results described in the following summaries were submitted by the investigators on May 14, 1989 and cover the period from October 1, 1988 through April 1, 1989. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the five major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 89-453 This report has not been reviewed for conformity with U.S. Geological Survey editorial standards or with the North American Stratigraphic Code. Parts of it were pre pared under contract to the U.S. Geological Survey and the opinions and conclusions expressed herein do not necess arily represent those of the USGS. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. CONTENTS Earthquake Hazards Reduction Program Page ELEMENT I - Recent Tectonics and Earthquake Potential Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential Objective (1-1); Regional seismic monitoring.................... 1 Objective (1-2): Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones.