4.6 Geology and Seismicity
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Rockwell International Corporation 1049 Camino Dos Rios (P.O
SC543.J6FR "Mads available under NASA sponsrislP in the interest of early and wide dis *ninatf of Earth Resources Survey Program information and without liaoility IDENTIFICATION AND INTERPRETATION OF jOr my ou mAOthereot." TECTONIC FEATURES FROM ERTS-1 IMAGERY Southwestern North America and The Red Sea Area may be purchased ftohu Oriinal photograPhY EROS D-aa Center Avenue 1thSioux ad Falls. OanOta So, 7 - ' ... +=,+. Monem Abdel-Gawad and Linda Tubbesing -l Science Center, Rockwell International Corporation 1049 Camino Dos Rios (P.O. Box 1085) Thousand Oaks, California 91360 U.S.A. N75-252 3 9 , (E75-10 2 9 1 ) IDENTIFICATION AND FROM INTERPRETATION OF TECTONIC FEATURES AMERICA ERTS-1 IMAGERY: SOUTHWESTERN NORTH Unclas THE RED SEA AREA Final Report, 30 May !AND1972 - 11 Feb. 1975 (Rockwell International G3/43 00291 _ May 5, 1975 , Type III Fihnal Report for Period: May 30, 1972 - February 11, 1975, . Prepared for NASAIGODDARD SPACE FLIGHT CENTER Greenbelt, Maryland 20071 Pwdu. by NATIONAL TECHNICAL INFORMATION SERVICE US Dopa.rm.nt or Commerco Snrnfaield, VA. 22151 N O T I C E THIS DOCUMENT HAS BEEN REPRODUCED FROM THE BEST COPY FURNISHED US BY THE SPONSORING AGENCY. ALTHOUGH IT IS RECOGN.IZED THAT CER- TAIN PORTIONS ARE ILLEGIBLE, IT IS-BE'ING RE- LEASED IN THE INTEREST OF MAKING AVAILABLE AS MUCH INFORMATION AS POSSIBLE. SC543.16FR IDENTIFICATION AND INTERPRETATION OF TECTONIC FEATURES FROM ERTS-1 IMAGERY Southwestern North America and The Red Sea Area Monem Abdel-Gawad and Linda Tubbesi'ng Science Center/Rockwell International Corporation 1049 Camino Dos Rios, P.O. Box 1085 Thousand Oaks, California 91360 U.S.A. -
SUMMARIES of TECHNICAL REPORTS, VOLUME X Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM June 1980
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Office of Earthquake Studies SUMMARIES OF TECHNICAL REPORTS, VOLUME X Prepared by participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM June 1980 OPEN-FILE REPORT 80-842 This report is preliminary and has not been edited or reviewed for conformity with Geological Survey standards and nomenclature Menlo Park, California 1980 CONTENTS Earthquake Hazards Reduction Program I. Earthquake Hazards Studies (H) Page Objective 1, Establish an accurate and reliable national earthquake data base.——————————————————• Objective 2. Delineate and evaluate earthquake hazards and risk in the United States on a national scale. ——————————————————————————• 66 Objective 3. Delineate and evaluate earthquake hazards and risk in earthquake-prone urbanized regions in the western United States.——————————————• 77 Objective 4, Delineate and evaluate earthquake hazards and risk in earthquake-prone regions in the eastern United States. ————— —————————— — ———— 139 Objective 5. Improve capability to evaluate earthquake potential and predict character of surface faulting.———————————————— ————————— 171 Objective 6. Improve capability to predict character of damaging ground shaking.———————————————— 245 Objective 7. Improve capability to predict incidence, nature and extent of earthquake-induced ground failures, particularly landsliding and liquefaction.--——— 293 Objective 8. Improve capability to predict earthquake losses.— 310 II. Earthquake Prediction Studies (P) Objective 1. Observe at a reconnaissance -
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. -
Garlock Fault: an Intracontinental Transform Structure, Southern California
GREGORY A. DAVIS Department of Geological Sciences, University of Southern California, Los Angeles, California 90007 B. C. BURCHFIEL Department of Geology, Rice University, Houston, Texas 77001 Garlock Fault: An Intracontinental Transform Structure, Southern California ABSTRACT Sierra Nevada. Westward shifting of the north- ern block of the Garlock has probably contrib- The northeast- to east-striking Garlock fault uted to the westward bending or deflection of of southern California is a major strike-slip the San Andreas fault where the two faults fault with a left-lateral displacement of at least meet. 48 to 64 km. It is also an important physio- Many earlier workers have considered that graphic boundary since it separates along its the left-lateral Garlock fault is conjugate to length the Tehachapi-Sierra Nevada and Basin the right-lateral San Andreas fault in a regional and Range provinces of pronounced topogra- strain pattern of north-south shortening and phy to the north from the Mojave Desert east-west extension, the latter expressed in part block of more subdued topography to the as an eastward displacement of the Mojave south. Previous authors have considered the block away from the junction of the San 260-km-long fault to be terminated at its Andreas and Garlock faults. In contrast, we western and eastern ends by the northwest- regard the origin of the Garlock fault as being striking San Andreas and Death Valley fault directly related to the extensional origin of the zones, respectively. Basin and Range province in areas north of the We interpret the Garlock fault as an intra- Garlock. -
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 ............................................................................................... -
Potential for a Large Earthquake Near Los Angeles Inferred from the 2014
PUBLICATIONS Earth and Space Science RESEARCH ARTICLE Potential for a large earthquake near Los Angeles 10.1002/2015EA000113 inferred from the 2014 La Habra earthquake Key Points: Andrea Donnellan1,2, Lisa Grant Ludwig3, Jay W. Parker1, John B. Rundle4, Jun Wang5, Marlon Pierce5, • UAVSAR and GPS results of the M5.1 6 1 La Habra earthquake show broad Geoffrey Blewitt , and Scott Hensley deformation 1 2 • Concurrent slip on several shallow Jet Propulsion Laboratory, California Institute of Technology, Pasadena, California, USA, Department of Earth Sciences, 3 structures best explains the University of Southern California, Loa Angeles, California, USA, Program in Public Health, University of California, Irvine, observations California, USA, 4Departments of Physics and Geology, University of California, Davis, California, USA, 5University • We show a time-independent Information Technology Services, Indiana University, Bloomington, Indiana, USA, 6Nevada Geodetic Laboratory, Nevada means of estimating the potential for future events Bureau of Mines and Geology, University of Nevada, Reno, Nevada Abstract Tectonic motion across the Los Angeles region is distributed across an intricate network of strike-slip Correspondence to: and thrust faults that will be released in destructive earthquakes similar to or larger than the 1933 M6.4 Long A. Donnellan, Beach and 1994 M6.7 Northridge events. Here we show that Los Angeles regional thrust, strike-slip, and [email protected] oblique faults are connected and move concurrently with measurable surface deformation, even in moderate magnitude earthquakes, as part of a fault system that accommodates north-south shortening and westerly Citation: tectonic escape of northern Los Angeles. The 28 March 2014 M5.1 La Habra earthquake occurred on a Donnellan,A.,L.GrantLudwig,J.W.Parker, J. -
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. -
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. -
Env-2020-6951-E
PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION Proposed Hotel with Subgrade Parking 50415057 North Lankershim Boulevard 11121 Hesby Street North Hollywood, CA for Napa Industries, LLC 5330 Derry Avenue, Suite H Agoura Hills, California 91301 Project 5824 June 24, 2020 www.GeoConceptsInc.com 14428 Hamlin Street, #200, Van Nuys, CA 91401 + (818) 994-8895 Office + (818) 994-8599 Fax PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION TABLE OF CONTENTS INTRODUCTION .......................................................................................................................... 1 SCOPE ......................................................................................................................................... 1 PROPOSED DEVELOPMENT ..................................................................................................... 1 SITE DESCRIPTION .................................................................................................................... 2 Location and Description .......................................................................................................... 2 Drainage ................................................................................................................................... 2 Groundwater ............................................................................................................................. 2 FIELD EXPLORATION ................................................................................................................. 2 SUMMARY -
Route 710 Tunnel Technical Feasibility Assessment Report
Route 710 Tunnel Technical Feasibility Assessment Report Task Order PS-4310-1268-05-01-2 Submitted to: Los Angeles County Metropolitan Transportation Authority One Gateway Plaza Los Angeles, CA 90026 MS 99-22-8 Submitted by: June 7, 2006 Table of Contents TABLE OF CONTENTS TABLE OF CONTENTS ES 1.0 Executive Summary...................................................................................................... 1 ES 1.1 Project Background.................................................................................................. 1 ES 1.2 Tunnel Technical Feasibility Assessment ............................................................... 1 ES 1.3 Tunnel Technical Feasibility Assessment – Findings ............................................ 3 ES 1.4 Physical Feasibility.................................................................................................... 3 ES 1.4.1 Tunneling Technologies...................................................................................... 4 ES 1.4.2 Physical Characteristics ...................................................................................... 5 ES 1.4.3 Traffic Demand................................................................................................... 5 ES 1.5 Environmental/Social Feasibility............................................................................. 6 ES 1.6Financial Feasibility....................................................................................................... 6 ES 1.7 Conclusion ................................................................................................................ -
Quaternary Fault and Fold Database of the United States
Jump to Navigation Quaternary Fault and Fold Database of the United States As of January 12, 2017, the USGS maintains a limited number of metadata fields that characterize the Quaternary faults and folds of the United States. For the most up-to-date information, please refer to the interactive fault map. Sierra Madre fault zone, Clamshell-Sawpit section (Class A) No. 105e Last Review Date: 2000-06-01 citation for this record: Treiman, J.A., compiler, 2000, Fault number 105e, Sierra Madre fault zone, Clamshell- Sawpit section, in Quaternary fault and fold database of the United States: U.S. Geological Survey website, https://earthquakes.usgs.gov/hazards/qfaults, accessed 12/14/2020 02:20 PM. Synopsis General: In general the Sierra Madre-Cucamonga fault zone marks the southern margin of uplift of the San Gabriel Mountains, although the Santa Susana fault extends the zone of south-vergent uplift west of these mountains. Only local portions of the fault zone have had detailed paleoseismic investigations, and those have had fairly limited results. Published slip rates vary widely along the fault zone. The best-understood part of the fault is the easternmost section, the Cucamonga fault zone, with excellent geomorphic expression, several trenches, and age control from radiocarbon and soil stratigraphic studies. These studies have demonstrated multiple Holocene events on several strands of the Cucamonga fault and a minimum slip rate of 4.5 mm/yr. Two studies on the central and eastern portions of the Sierra Madre fault zone have indicated that recurrence intervals between large events (M greater than or equal to 7) seem to be long (perhaps 7– 8 k.y.